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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:
November 2, 2020 KSM JOB #:
205485-1d/CF/cv
PERMIT #:
2009-0418 NUC #
234
CONTRACTOR:
Wynne Development Corp. Nuc Model:
MC -DR
JOB LOCATION:
12 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.
011-1211 50+ 107.4 110.9
96.8%
2. N.W.
107.8
97.2%
3. Center
106.9
96.4%
4. N.E.
108.5
97.8%
5. S.E.
109.3
98.6%
Soil Description:
112.0 l I I I I
I I I
Brown Sand
W
E I I I I I
I I I
I 111.0 � - �-- — -� — --� -•
' — --� .. — .
In Place Moisture:
�•--
f..
G
8.8%I
I I I I
T110.0 —�—
I I I
�..—.
Proctor Optimum Moisture:
-�—
12.0%
I I 1 I I
1 I I
Proctor Max. Dry Density: P.C.F.
108.0
110.9
@ Test Locations the Density
& F
107.0 —..---
—.
Penetrometer readings indicate the I I 1 I I
I I I
Degree of Compaction Meets D 106.0 I I„
Minimum Requirement
—•--� —).— .- -1--.-I
R I I I I I
I I I
for Unstaked Foundation
y
105.0
ReVVi*ul�
A
/d:
14
D• 11 7 8 9 10 11
12 13 14 15
yp...........h� Igita y
Q�. ��cewsF •..� signed by
Moisture - % of Dry Weight
No. 81439 - „�.o.,_. Bryan E
Dahlke
—'4 '- �w Disclaimer: Contractor is responsible to maintain
13 Date:
iO - STATE OF !%/ the tested area in the condition that KSM
FtoetoP-• ?.� 2020.11.03
.-• completed the indicated passed compaction test.
V,,O 12.46.11 KSM is not responsible if the tested area has been
i I
Bryan �f 0011 14. -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