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723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 7, 2022 KSM JOB #: 2202393-1d/RH/dc
NUC# HUMBOLDT
PERMIT #: Nuc Model: H50016
CONTRACTOR: St. Lucie Site Development pQ4i 'Serial #: 1275
JOB LOCATION: 5609 Myrtle Drive
Fort Pierce, Florida S� C_
ITEM TESTED: House. Pad
TEST LOCATION .
PEN
DRY
MAX. DRY
PERCENT,
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.W.
0" -12"
11 D
113.1
114.8
98.5%
2 N.E.'
11 D
112.9
98.3%
3 Center
11 D
114.1
99.4%
4 S.E.
11 D
112.6
98.1%
5 S.W.
11 D
113.7
99.0%
Soil Description:
Gray Sand With Clay and Traces Of Shell Fragments
In Place Moisture:
8.8 %
Proctor Optimum Moisture:
10 %
Proctor Max. Dry Density: P.C.F.
114.8
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
For an Unstaked Foundation
Respectfully Submitted-
116.0
E. 1150 I
I r. I. _.I. .I �• • I I'
G 114.0 I J.._.I._:.L.. _.I._. J.._.
H I I I I I I I I
T 113.0 .L... f.._.�._..� .�.._.�._.... _.
P I 1 I I 1 I I
C 112.0 -H..�.._.�. �..;.._.�._..�....;.._.
F I I _
111.0 T_ I I I I I I I
R 110.0 I _.I._..L..J.._.l_..L..J.._.
Y109.0
I I I I I I I I
5 6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
Digitally
signed by _ No69e41 = Disclaimer: Contractor is responsible to maintain the tested area in
the condition that KSM completed the indicated passed
Eric A McAra
_
.e..�,.�.�.. - compaction test. KSM is not responsible if the tested area has
Date: ,"o �f,
�? STATE OF 1v: been altered from the approved inspected condition.
• m �� 2022.03.08 o a �:
C R OP" ' •
.. 09:15:21 �•'.*FS .. G
NA L ,
-05 00 1
Eric A. McAra, P.E. Office Manager
PE # 69841 3/8/2022
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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