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tl C01 t ENGINEERING
U.S. Highway 1
PO Box 78-113777
Sebastian, FL. 32958
Sebastian, FL. 3297
I % 17 LVL AND TESTING
Orlando
hone: 772 589-0712
723 Progress Way
SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KS Meng ineering.net
DATE TESTED:
February 15, 2021 KSM JOB If: 211236-1d/CH/ah
PERMIT#:
20120719 NUC# 417
CONTRACTOR:
Wynne Development Nuc Model: 3500
JOB LOCATION:
46 Sierra Del Norte Nuc Serial If: 3417
CC Village
Ft. Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E.
0" - 12" 50+ 106.6 108.1 98.6%
2. S.W.
107.2 99.2%
3. Center
107.7 99.6%
4. N.E.
106.1 98.1%
5. N.W.
107.0 99.0%
Soil Description:
W 109.0 I I I I I I
Brown Sand
E I I I I I
In Place Moisture:
I I I I I
G 108.0 �..—..—..—...—..—.. ..—.—......
10.4%
HT I I I I
Proctor Optimum Moisture:
107.0
12.0%
P I I I I
I
Proctor Max. Dry Density:
P.C.F. C I I I I I I
_—..—.I
108.1
106.0 ..—.I.—..—G.—..-4..—..--- —...
E I I I I I
@ Test Locations the Density
& I I I I I
Penetrometer readings indicate
the 105.0
D
Degree of Compaction Meets R I I I I I I
Minimum Requirement
y I I I I I
for Unstaked Foundation
104.0
1Al 1
R�yp`M (Wpq
8 9 10 11 12 13 14
jIi6tted:
pN...... qhr
��`
fjy'�,\CENgF ��
Digitally Moisture - % of Dry Weight
signed by
No. 81439
Disclaimer: Contractor is responsible to maintain
Bryan E Dahlke
in
the tested area the condition that KSM
—
— �0 •'. �=
Date:
completed the indicated passed compaction test.
1J �/
Q STATE OF \
•. ((/
KSM is not responsible 2021.02.16 if the tested area has been
;4,� •'!DCORIDP.•'���;
13:40:40 altered from the approved inspected condition.
SiOfONAL
-05'00'
t0?`�`
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439
2/16/2021
Email to: St. Lucie County
Building Department; dotty@wynnebc.com
Proudly Serving Florida since 1990