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Tl C-11 I' ENGINEERING
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11345 U.S. Highway 1
PO Box 78-1377
Sebastian, FL. 32958
� L VA AND TESTING Sebastian, 8�;12
Oando
723 Progress Way
SOIL COMPACTION REPORT
C.A.#5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
February 15, 2021 KSM JOB #:
211237-id/CH/ah
PERMIT#:
20120675 NUC#
417
CONTRACTOR:
Wynne Development Nuc Model:
3500
JOB LOCATION:
2 Tosca Nuc Serial #:
3417
CC Village
Ft. 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.W.
0" - 12" 45+ 107.7 108.4
99.4%
2. N.E.
108.1
99.7%
3. Center
107.6
99.3%
4. S.W.
" " 108-A
100.0%
5. S.E.
107.2
98.9%
-Soil-Description:
Brown Sand
In Place Moisture:
10.6 %
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
108.4
109.0 1
W
E I
I
G 108-0 i —-— —I -- --
H
T I I I I
P I 1 I I I I
C I I I I I I
106.0
F I I I I I
@ Test Locations the Density & I I I I I I
Penetrometer readings indicate the D 105.0 •------� -- -- .---.-. ----.-----
Degree of Compaction Meets R
I I I I I
Minimum Requirement Y-
forUnstakedFoundation 1o4.0----�----�----�-----�-----�----,
Respe�tlf(yl`ytS�pmitted: 8 9 10 11 12 13 14
E �'4'Moisture - % of D Weight
yP-•• 9< Digitally ry 9n
Q►:' t� signed by Disclaimer: Contractor is responsible to maintain
NO. 81439 Bryan E the tested area in the condition that KSM
Dahlke completed the indicated passed compaction test.
Date: KSM is not responsible if the tested area has been
O
'.
i STATE OF f(r� altered from the approved ins ected condition.
�2\� 2021.02.16 PP p
��NAL C` �� 13:42:08
Bryar(6u4elitp�'�.E.-05'00'
V.P. of Engineering
PE # 81439 2/16/2021
Email to: St. Lucie County Building Department; dotty@wynnebc.com
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