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AtENGINEERING
Z%&J jW AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-58589-0712-0712
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C.A.# 5693
Sanford, FL. 32771
SOIL COMPACTION REPORT
KSMengineering.net
ASTM D 1557 and ASTM D 2922
DATE TESTED:
January 31, 2020 KSM JOB #: 200500-id/MH/cv
PERMIT #:
1911-0556
CONTRACTOR:
Wynne Development Corp.
JOB LOCATION:
6556 Spanish Lakes Boulevard
Spanish Lakes Fairways
Fort Pierce, 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. N.E.
0" - 12" 50
110.6 113.4
97.5%
2. S.E.
50
111.4
98.2%
3. Center
50
110.9
97.8%
4. N.W.
50
112.6
99.3%
5. S.W.
50
109.9
96.9%
114.0 -
W I
Soil Description: E
Brown Sand with
Traces of Clay G H 1130 —•I. .._L._.. 1
In Place Moisture: T T-
7.9%
Optimum Moisture:
P112.0
�—
I I I I I
—' — —••
11.0%
C
I
1 I ( 1 T
Max. Dry Density: P.C.F.
F
I
I I I I I
I I I
113.4
111.0 T-
@ Test Locations The
D
I
I I I I I
Density & Penetrometer
R
I I I I I
Readings Indicate the
y
I
I I I I 1
Degree of Compaction Meets
110.0
— .4------;
Minimumquvg�
8
9 10 11 12 13 14
for &ike ,
Moisture - % of Dry Weight
``gyp'
o. 39
_
Disclaimer: Contractor is responsible to maintain
E OF ;•
the tested area in the condition that KSM
•
B� ISlta�����;
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
PE # 81439
2 3 2020 altered from the / / approved inspected condition.
Email to: dotty@wynnebc.com; St. Lucie County Building Department
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