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PO Box 78-1377
Sebastian, FL. 32958
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A NV D TFSTI NG Sebastian, FL. 32978
Orlando
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Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TES�ED:
JV 17, 2020
KSM JOB #:
202699-1d/MH/jo
PERMIT #:
2005-0346
NUC #
528
CONTRACTOR:
Wynne Development
Nuc Model:
MC-IDR-P
•
JOB LOCATION:
17 Palmas
Nuc Seri
MD049528
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
NEST LOCATION 40
PEN DRY
MAX. DRY
PERCENT
DT
OF SAMPLE
� READ DENSITY
PROCTOR VALUE (P.C.F) 0
COMPACTION
1. N.E.
0" - 12" 50 108.0
111.7
96.7%
2. S.E.
109.6
98.1%
3. Center
110.3
98.7%
4. N.W*
108.6
97.2%
5. S.W.
108.8
97.4%
so 0
Soil Description:
Brown Sand with Shell
Fragments
In Place Moisture:
Proctor Optimum Moisture:
11.0%
PrIltor Mat Dry Density: P.C.F.
111.7
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
�B A� �,.%'- 6/18/2020
E �I to�'St�L tl6"Building Department
113.0
W
E I I I I I
G112.0 4—.._.i_.._.i._.._.._.. —.._.. .._...
H I I I I I
T
111.0
P
C I I I I I
110.0—.._.�_. _.I._.._�._..�.._.. �.._...
F I I I I I
I I
D 109.0 i _.1_. _.I._.._r._.. �.._..� .._...
R I I I I I
Y I I I I
108.0.._.;_.._.;._.._�._..�.._..T.._..,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
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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