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PO Box 78-1377
Sebastian, FL. 32958
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FL. 78
Orlando
Phone: 772 589-0Sebastian,
712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
KSMengineering.net
ASTM D 3557 and ASTM D 2922
DATE TESTED:
January 17, 2020 KSM JOB M 200286-id/MJ/jo
PERMIT #: 19i3s035
CONTRACTOR:
Adams Homes
JOB LOCATION:
8301 Cristelle Court
Lot 1, Waterstone
Fort 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" 65 115.6 116.1
99.6%
2. S.W.
55 113.8
98.0%
3. Center
54 114.2
98.4%
4. N.E.
52 112.7
97.1%
5. N.W.
53 113.8
98.0%
118.0 -
W I
E i
Soil Description:
Brown Clayed Sand with
I
G
Ii I I I '
117.0 • • — • — _ _ _— — I —
I I I I I
Traces of Shell
H
I
I
In Place Moisture:
T
I I I I
I
116.0 j—..—.�—..— I.—. J..—..1..—...
3.1%
P
I I I
Optimum Moisture:I11.0%
\-4
115.0—.. .l.—..-1.—Max.
Dry Density: P.C.F.
F
116.1
I I I I
D
114.0..—.I—..-1.—..—�.—..y..—..t..—...
@ Test Locations The
Density & Penetrometer
R
Y
I I I I I
I I I I I
Readings Indicate the
113.0 ••—•i—••—;•—••—i•-••�••—••T •—••,
Degree of Compaction Meets
8 9 10 11 12 13 14
Minimum Required
for Stakelgl,?H datio
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
'°.
the tested area in the condition that KSM
No. 439
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
STATE OF ��`ah
altered from the approved inspected condition.
P�4/$ 's�%%% 1/20/2020
Email to: St Lucie Building Department;
rjohnson@adamshomes.com; ceo2459@gmail.com
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