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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
November 2, 2020 KSM JOB #:
205484-1d/CF/cv
PERMIT #:
2009-0421 NUC #
234
CONTRACTOR:
Wynne Development Corp. Nuc Model:
MC -DR
JOB LOCATION:
10 EI Greco South Nuc Serial #:
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" 50+ 109.1 110.9
98.4%
2. N.W.
T107.1
96.6%
3. Center
108.4
97.7%
4. N.E.
107.5
96.9%
5. S.E.
108.9
98.2%
Soil Description:
112.0
I I I
I I I
Brown Sand
W
E I I I I I
I I I
1 111.0-..� .. .....
.... .. I..-.
In Place Moisture:
G
8.8%
H I I I I I
110.0
I I I
-' ..-..-.
T I I I I
Proctor Optimum Moisture: I I I I I
I I
I I I
12.0%�---
Proctor Max. Dry Density: P.C.F.
108-0
110.9
@ Test Locations the Density & F
107.0 — I
-----
Penetrometer readings indicate the I I I I I I I I
Degree of Compaction Meets D 106.0 ------�----� -- �---�•-••� •• �••-•
Minimum Requirement R I I I I I I I I
for Unstaked Foundation Y
� 1u 1 t 105.0 �--4-.-I-..)-..-)--- I ---I---A.. -
Re_�.,
`�"' � '6 id' 7 8 9 10 11 12 13 14 15
mQ.--••�,�GENSLc'-. �� Digitally
signed by
Moisture - % of Dry Weight
No. 81439 9
Bryan E Dahike
='C = Cz Date: Disclaimer: Contractor is responsible to maintain
®,
%p0 •• STATE of : ��� � ' � 2020.11.03 the tested area in the condition that KSM
,/OR1Op!.'"G`?`� 12:47:17 completed the indicated passed compaction test.
-05,00' KSM is not responsible if the tested area has been
Bryanraltered from the approved inspected condition.
V.P. of Engineering
PE # 81439 11/3/2020
Email to: dotty@wynnebc.com; St. Lucie County Building Department
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