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TIt CM.- 1 t ENGINEERING
PO Box 78-11377
11345 U.S. Highway 1
Sebastian, FL. 32958
&Jl%% AND TESTING
Sebastian, FL. 3278
Orlando
Phone:772589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: September 15, 2020
KSM JOB #: 204509-1d/MH/ct
PERMIT#: 2007-0715
NUC# 630
CONTRACTOR: Wynne Development
Nuc Model: MC-IDR-P
JOB LOCATION: 9 Florida Way
Nuc Serial #: 30630
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY
MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. 0" - 12" 50 110.3
112.8 97.8%
2. N.W. " IF 110.0
97.5%
3. Center 111.1
98.5%
4. S.E. 108.6
96.3%
5. N.E. 109.3
96.9%
Soil Description: 114.0
Brown Sand
I I I I
E
E I
I
I
In Place Moisture: IS113.0 4-•
I_ _ I _ _I _
• — _I I I I
5.9% H
I I I I I
T
Proctor Optimum Moisture: 112.0 �
.—•I .
11.0% P i
I I I
Proctor Max. Dry Density: P.C.F. C I
I I I I I
112.8 111.0
.--- ----
F
I I I I
@ Test Locations the Density &
I I I I I
Penetrometer readings indicate the 110.0 i
•—• ——'I'—"—r'—"�"—"t"—"'
Degree of Compaction Meets D
Minimum Requirement F I
v
I I I I
I I I I I
for Staked Foundation 109.0
ResMa MIN 6�itted: 8
9 10 11 12 13 14
PN E NAt, � Digitally
Q. .�
Moisture - % of Dry Weight
ttGENSF'•,
signed by
Disclaimer: Contractor is responsible to maintain
_ No. 81439 Bryan E
,. •p ry
the tested area in the condition that KSM
Dahlke
completed the indicated passed compaction test.
,Q '•. STATE OF r !(/�� Date:
KSM is not responsible if the tested area has been
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��� '•.!�[ORID�:'' �'r� 2020.09.16
altered from the approved inspected condition.
AL 14:06:37
Bryan E. Dahlke, P.E.-04'00'
V.P. of Engineering
PE # 81439 9/16/2020
Email to: St Lucie Building Department
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