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DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 11, 2019
1901-0597
Wynne Development
SC 1
KSM JOB # : 19V1/SS/cv
St- Lucie County
RECEIVED
APR 24`1119
Permitting Department
St. Lucie County
ITEM TESTED Compacted Foundation Fill
13969 Encantardo Circle
Spanish Lakes Fairways
Fort Pierce, Florida
TEST LOCATION DEPTH
OF SAMPLE
PEN
READ
DRY MAX. DRY PERCENT
DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
50+
108.6 113.0
96.1
2. N.E.
110.2
97.5
3. Center
112.1
99.2
4. S.E.
109.9
97.3
5. S.W.
111.0
98.2
Soil Description:
Brown and Gray Sand
114.0 I I I I
I
with Clay
W
In Place Moisture:
6.8 Percent
G
113.0 .--- ..—.-_----
Optimum Moisture:
H
I I I I
I
11.0 Percent
T
Max. Dry Density:
P
112.0-
113.0 P.C.F.
I I I I
I
C
I
@ Test Locations The
Density & Penetrometer
F
Readings Indicate the
111.0 —•I_ —I'— '-f' —' T '—
7—' —'
Degree of Compaction Meets
Minimum Required
D
for
urtF 49n
R
�ta G lC
�` A,`
Y
I I I 1
110.0
8 9 10 11 12
I
13 14
Moisture - % of Dry Weight
County Building Department
"III l l %%\Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / 'Julie E. Keller, P.E.: 68366