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UP C Sk t ENGINEERING
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A%1;'mqPAVL AND TESTING
PO Box 78-1377
Sebastian, FL. 32958
Sebastian, FL. 32978
Orlando
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
RECEIVED
DATE TESTED:
February 4, 2022
KSM JOB #: 2200908-1d/BS/jo
FEB 012022
NUC # 456
PERMIT #:
""—�-?
Nuc Model: MC-1 Elite
CONTRACTOR:
st. Lucie County
St. Lucie Site Development LLC Permittinn
Nuc Serial #: 31456
JOB LOCATION:
5107 Birch Drive
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" 40 D 111.6
113.5 98.3 %
2 Center
0" -121' 40 D 110.7
97.5%
3 N.W.
0" -1211 40 D 109.8
11 96.7%
4 S.W.
12" - 2411 40 D 110.4
97.3%
5 N.E.
1211- 2411 40 D 111.0
97.8%
Soil Description:
Brown Sand with Traces of Rock
In Place Moisture:
10.5 %
Proctor Optimum Moisture:
11%
Proctor Max. Dry Density: P.C.F.
113.5
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets ``01111111"'/////
Minimum Requirement \\` J�,�E....EL�� //i"
For a Staked Foundation . ' V�GENSF •�
Respectfully Submitted:
Digitally: "o• 68366
sign6d-6by * �_
This item has been eleet m.Qy Cpld and Julie I e1; STATE OF �• Q/��' ealed bVIdia Keller, P.E. A. U, W(51 on
the date s[ateddlrenlytotherlght uslnBa �� '.••'P't �lOa� ••.' �`
Primeldgnature. Date:�` `-
rrmtea roPieamtnh dowmentare mt ' • .... • • V `��
omldered signed and sealed and the
L� tturc mmtb—iledmahye%e Mc 2022.02.0/7//, ONAL %%\\\�.
12:56:04
-05'00'
Julie E. Keller, P.E. President
115.0
E 114.0 I r
I • I -•i• i i - i i•
H 113.0 T
'I-1.._.I._..L..J. J.._.
I I I I I I
112.0 L...._.i._..�. �.._.i._.. _.
P I I I I I I I
C 111.0 �.. �.._.i._ r..�.._.� _..T-7._.
F I I I I I I I
D I I I I I I
Y109.0 .._.I._ L—Ji.._J._..L.._..I.._.
I I I I I I I
6 7 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.
PE # 68366 2/7/2022
Email to: slsdevinc@aol.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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