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11345 U.S. Highway 1
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PO Box 78-1377
Sebastian, FL. 32958
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Sebastian, FL. 32978
Orlando
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Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION
REPORT
C.A.# 5693
Sanford, F032771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
STED:
56W
Jul 17, 2020
KSM JOB #: 202698-1d/MH/jo
PERMIT #:
2005-0133
NUC # 528
CONTRACTOR:
Wynne Development
Model: MC
=
JOB LOCATION:
33 Flores Del Norte
Nuc
Serial #: MD049528
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
`TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
ft OF SAMPLE
D
READ
DENSITY PROCTOR VALUE
(P.C.F) COMPACTION
1. N.W.
0" - 12" 50
106.9 110.2
97.0%
2. N.E.
105.9
96.1%
3. Center
107.3
97.4%
4. S.W D
107.1
97.2%
5. S. E.
106.2
96.4%
ome
Soil Description:
112.0
Brown Sand
E
E
I I I
I I I
111.0 �1—..—.�—.._ �.—..—�.---
— - — -- - ..
IIPlac Moisture:
G
I I
I I I
6.9%
H
I I
I I I
T
Proctor Otimum Moisture:
I
110.0 _—..,.
�._,.
— II1II
•. --'.'iIIIII
J -i
12.0%
P
�
II4II„
Poct M. D-D-ety: P.C.F.
r
C
110.2
-- .
109.0 .__
. ..—...
F
@ Test Locations the Density &
Penetrometer readings indicate the
108.0 i — l——'I'—"—f'—"-1"—"t"—"'
Degree of Compaction Meets p
Minimum Requirement
R
Y
I I
I I
I I I
I I I
for Staked Foundation
107.0
Respectfully Submitted:
9 10 11
12 13 14 15
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
,,�"`�0� �• �Cfi� ''.,� the tested area in the condition that KSM
.'`, J •'" 1GEN �� completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
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PJ✓#`1�8, SAL �,,.••'', 6/18/2020
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