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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
September 20, 2021
SLC-2011-0286
360 LLC Investments
2460 Dyer Road
Port St. Lucie, Florida
KSM JOB #: 217544-1d/SH/jam
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12" 39
107.9 110.3
97.8%
2 S.E.
40
108.6
98.5%
3 Center
41
109.6
99.4%
4 S.W.
40
108.4
98.3%
5 N.W.
39
107.6
97.6%
Soil Description:
Brown Sand with Shell
In Place Moisture:
9.9 %
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
110.3
112.0
W I I I I I I I
E I 111.0J—..�.._..I _..T.._.._..I�..�.._.._.._
� I I I I I
G 110.0 4—..
H I I I I I
T
109.0 t—•.J.._.I_..1. _I._..L..J. _.I_.._
P I I I I I I
108.0 �..�.._.I +.._I._..�..�.._. _.._
C I I I I I I
@ Test Locations the Density & F 107.0 —•I_"t"—I'—"r"1"—'I—"-
Penetrometer readings indicate the I I I I I I I
Degree of Compaction Meets 106.0
Minimum Requirement D I �•• • I —'I
—'•T'•—I�—������'•—'•-
for Unstaked Foundation R 105.0
I I I I I I
Respectfully Submitted: Y 7 8 9 10 11 12 13 14 15
Digitally Moisture - % of Dry Weight
signed by
T„Isitembas been electro-Ilysig-dand Julie Keller Disclaimer: Contractor is responsible to maintain the tested area
seale.ed by Julie Keller, P.E. FI. Llc. 68366
dl.e«ly „eae„J°a in the condition that KSM completed the indicated passed
Pruo�.—d=.g-d- ah Date:
Q da`', „e°' compaction test. KSM is not responsible if the tested area has
ig—,em°s °e.„ed°° y ,.°° 2021 .09.21 been altered from the approved inspected condition.
12:59:28
-04'00'
Julie E. Keller, P.E. President
PE# 68366 9/21/2021
Email to: carvalhoinvestments@yahoo.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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