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11345 U.S. Highway 1 ENGINEERM PO Box 78-1377
Sebastian, FL. 32958 Sebastian. FL. 3278
III IJ JLVL AND TESTING Phone:772-589-07
Orlando 12
723 Progress Way SOIL COMPACTION REPORT C.A.# 5593
Sanford, FL. 32771 ASTM D 1557 and ASTM D 2922 KSMengineering.net
DATE TESTED:
PERMIT M
CONTRACTOR:
JOB LOCATION:
ITEMTESTED:
December 26, 2019
" 02
Wynne Development, Corp.
7 Vera Cruz
Spanish Lakes Country Club Village
Fort Pierce, Florida
Compacted Foundation Fill
KSM JOB M 195194-1d/SH/jo
SCANNED
BY
St. Lucie County
TEST LOCATION
PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
DEPTH READ
DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. N.E.
0" - 12" 37
107.6
111.7 96.3%
2. S.E.
38
108.4
97.0%
3. Center
39
108.9
97.5%
4. S.W.
39
109.0
97.6%
5. N.W.
37
107.5
96.2%
113.0
I 1 I I I
W
E
I
I I I I I
Soil Description:
t
I
I I I I I
Brown Sand
G
112.0r ..
1 I I I
H
I
I I I
T
I I
In Place Moisture:
I
I 1 I I I
10.1%
P
111.0 .._.i..._._
1 ......
— —
Optimum Moisture:
C
I I I I I
.. �..—.._
11.0%
110.0 ..—.�_.
—.�.—.._�.—..—�..
F
I
I I I I I
Max. Dry Density: P.C.F.
I
I I I I
111.7
p
109.0 I
�
1_.._.l_..—I._.._I.._.. --.-
•—'�
@ Test Locations The
R
I I I I
Density & Penetrometer
y
I
I ! I I I
Readings Indicate the
108.0
—•1—• —•(— •—I•—• —I••—'
Degree of Compaction Meets
8
9 10 11 12 13 14
Minimum Required
for Staked Foundation
Moisture - % of Dry Weight
a rurfr
`tttttnu
�rtfed:
M d,ii nei. Contractor is responsible to maintain
5
th= tested area in the condition that KSM
•'. %c _
completed the indicated passed compaction test.
eao
KSM a not responsible it the tested area has been
_ an r, �I�ke RD,
„ltered iron. thr approved Inspected condition.
12/27/2019
Erfratlrtrlo:t ftFuel6Building Department
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