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t ENGINEERING Mailing
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Sebastian, FL. 329580LNftwJ AVL AND TESTING Se�PO
FL. 32978
40 Orlando M
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
•E •
D S June 9, 2020
KSM JOB #: 202534-1d/SH/jo
•
RC
IT" 2004-0636
# 528
N•
CONT• CTO? Adams Hoes
Model: MC-IDR-P
JOB LOCATION: 5365 San Benedetto Place
Nuc Serial #: MD049528
Lot 17, Block 5, Waterstone
Fort Pierce Florida
ITEM TESTED: Compacted Foundation Fill*
TEST LOCATION DEPTH PEN
DRY - *MAX. DRY PERCENT
*OF SAMPLE READ
DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. 0" - 12" 40
108.6 112.8 96.3%
2. S.W.• if 40
108.4 "• 96.1%
3. Center ft42
110.4 it 97.9%
4. N.W. It41
109.6 it 97.2%
5. N.E. ft41
109.4 4D97.0%
Soil Acription:
114.0
Brown S nd W
with
E
I I I • I•
Shell
In Place Moisture: G
113.0 I I I I
10.89/0 - H
I
T
Pro—cfor Op i� mum oiNfNWure.
112.0
11.0° P
Proctor Max. Density: P.C.F. C
II I4�:I
1I
.._I
111.0112.8o: .�..:...
F
p $t
Locations theeDeety &
Pe etrometer readings indicate the
I I I I I
110.0 _. _.._.I._.._r._..y.._..rt.._...
Degree of Compaction Meets D
I
Minimum Requirement Y
I I I I I I
�—..
for Unstaked Foundation
109.0 • — • _ v
0
Respectfully Submitted:
8 9 10 11 12 134
Moistu•- % of D•Weight
,%��,,
%%%` it E. E4 ��,�
Disclaimer: Contractor is responsible to maintain
J�'••;CE�j''•.��` '•
� ,p Sic �'• •
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.
STA •
r�aid!�r �►A
� •,••
P " ' �:�.. ' 6/10/ 202
Email to: St Lucie Building Department; rick.johnson@adamshomes.com
Proudly Serving Florida since 1990