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A A A _
KELLER, SCHLEICHER & MacWILLIAM ENGINEE A QEQ� NC.
MARTIN (772) 337-7755 _ SE772) 589-0712
P O. BOX 78 1377 SEBASTIAN FL 32
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATEfibTESTED October 24, 2018 KSM JOB # : 183715-1 d/SS/ccvv ab
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PERMIT # 1809-0598 RECEIVED By
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CONTRACTOR Wynne Development OCT 3 0 7Il18 Ludle C00n
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JOB LOCATION 23 Mariposa permitting Department
Spanish Lakes 1 St. Lucie county
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH
* PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
i
1. IS. E. 0" - 12"
50
110.7 111.7
99.1
2. 'S.W. If45
108.4 1,97.0
3. Center if50
110.0
9.8.5
4. N.W.
46
109.1
97.7
5. N.E. ",
43
107.8
96.5
Soil Description:
Brown and Gray
Sand with Clay
113.0 I I I I I
I
In Flace Moisture:
W
9.5' Percent
E
I
1
I I I I
112.0 I—.�—..—j.—..�..—.. �..—..j—..—.
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Op�imum Moisture:
G
11.0 Percent
H
I I I I
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Mai . Dry Density:
T
111.0 i
111.7 P.C.F.
P
I I I I
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@ Test Locations The
C
j_ — I — I I I
110.0 -
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—••—•
Density & Penetrometer
I I I I I
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Readings Indicate the
F
j I I I I
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De6ree of Compaction Meets
Minimum Required
109.0
for Stgked®Iroeugdation.
R
to Natural Grade.
en
Y
I I I I
108.0
I
04 0
8 9 10 11 12
13 14
a •
e
- a
P
®
Moisture - % of Dry Weight
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Keller,
Si ck F :°,Q7 4
`dli�e5.d4c�uele County Building
Department
ttz'• dottebc.com
°�V�eRta�,ttS�S0Ronald
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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