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1 tENGINEERINGe PO Box 78-1377
Sebastian, FL. 32958!r1moh;
JLvi AND T T N •Sebastian, FL. 329789
Orlando•Phone: 772-589-0712
723 Progress Way* SOIL COMPACTION REPORT C.A.# 5693 •
Sanford, FL. 32771 OASTM D 1557 and ASTM D 6938 KSMengineering.net
•• •
DATE TESTED: *August 4, 2020 4CS�JO :202688-3d/CH/jo
PT= 2006-0104 NUC # 41W
CONTRACTOR: Brett Webster Tractor Nuc Model: 3500
JOB LOCATION: 2635 S. Brocksmith Road Nuc Serial #. 3� 417
� • *Ft. Pierce, Florida • •
ITEM TESTED: OCorpted Ffkdatio'F Fill for thPff P 1- Final Lift
• TEST LOCATION � PEN
DRY • MAX. DRY —
• PERCENTI
D
40 OF SAMPLE—
READMPDENSITY 0 PROCTOR VALUE (P.C.F)
• COMPACTION+♦
01. N. E. 0" - 12"
0460
.111.2 • 112.9 •
98.5%
02. S. E.
0440
0110.6 •
98.0%0
03. Cente
0450
0110.90
98.2%0
04. N.W.
0460
0111.10
98.4%0
i
L47
_�
110.
4
97.89/c�
%"
��
109.0
------
Vlie 1% �314
Soil Description:
111 " I I 1
II
•Brown Sand with
�
•
W
OE
I I I
I
1
I 01
aces of Clay & Shell
Nn
1
•G
I I I
113.0 4—
I I
Place Moisture:
KSM is not responsible if the tested area has been
010.41
Proctor Optimum Moisture:
11.0%
roc or ax. D• ensr : P.C.F.
•112.9
,@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets •
Minimum Requirement
for Unstaked Foundation
Respectfully Submitt�d:
E
68366•:
STATE OF
H
I
I, I •
•T
I I I I I
OF,
112.0 1—..—.1—..—.I
—...1..—..
•I• • • •1 1 1
C
I
.
�I� I �I I •
111.0—.._.J—.
—.1.—..-4.—..�..— .�..—...
OF
•
I • I I I •
110.0
—.—..—.I.—..—r._..—..�...—...
D
i
'I•�I�•I•�I
OR
109.0
------
Vlie 1% �314
Moisture - % of Dry Weight
Disclaimer: Contractor is r4onsible to maintain
the tested areairOthe 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.
SAL�
r/"J .1fulie E"Ilex,�P;E:''46 e de-h—tO
-PE # 68366 8/5/2020
Email to: St Lucie County Building Department; brett.webster@yahoo.com
Proudly Serving Florida since 19900