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SOIL COMPACTION REPORT 1111 24 P019
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
June 6, 2019
St. Lucie Site Development
5110 Birch Drive
Indian River Estates
Fort Pierce, Florida
KSM JOB # : 192222-1d/SS/c "ling Department countyent
SCABN�NED
St. Lucie County
ITEM TESTED Compacted Foundation Fill -1st Lift & Final Lift
TESTLOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.W. 24" - 12"
41
106.2
109.4
97.1
2. Center
41
106.8
97.6
3 S.E.
39
105.3
96.3
4, WE. 12" - 0
43
108.0
98.7
5. Center
38
104.9
95.9
6, S.W.
40
108.0
96.9
Soil Description:.
Brown and Gray Sand
W
110.0
In Place Moisture:
E
I
I I I
I I
9.0 Percent
i
I
G
H
1090 L.._.�_.._.�
I I
.._j._.,
I I
j.._..�.._.._
Optimum Moisture:
T
j
12.0 Percent
Max. Dry Density:
P
108.0
109.4 P.C.F.
C
I
I I I
1
Test Locations The
F
107 o L • • —
i I
• '— • — '
I 1
Density & Penetrometer
Readings Indicate the
D
I
I I I
I I
DN10C0�f�t Paction Meets
R
+
for
V
9
10 11 12
13 14 15
e� Plitt'
Moisture - % of Dry Weight
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Ronald G. KeOer, P.E.: 37293 / SI Lic. No.: 686 / Julie E. Keller, P.E.: 68366