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t ENGINEERING
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Z%v LJ jri AND TESTING
Orlando
hone: 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: April 29, 2020
KSM JOB #: 201859-2d/SH/ct
PERMIT #: 2002-0102
NUC # 528
CONTRACTOR: Brett Webster Tractor
Nuc Model: MC -10R -P
JOB LOCATION: 5405 Deer Run Drive
Nuc Serial #: MD049528
Holiay Pines
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill -1st & 2nd Lift Retest
TEST LOCATION PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ
DENSITY PROCTOR VALUE (P.C,F) COMPACTION
1. S.W. 0" - 12" 40
107.0 108.9 98.3%
2. Center 40
107.3 98.5%
3. N. E. 41
108.1 99.3%
4. S.W. 12" - 24" 41
108.0 99.2%
S. Center 42
108.8 99.9%
6. N.E. 42
108.6 99.7%
Soil Description:
Brown Sand with traces
110.0 I I I I 1
of Shell
e
I I I I I
In Place Moisture:
I I
11.0%
109.0 —••_lI .._.. .._. �_.._�
G r
...___......___
Optimum Moisture:
TProctor
12.0%
108.0
-4II—
P
ill
Proctor Max. Dry Density: P.C.F.
108.9
107.0 —.••.__.
@ Test Locations the Density &
F
Penetrometer readings indicate the
I
106.0=—•._.I._..J.._..1.._..I_.._l._.._
Degree of Compaction Meets
I I I I I I
Minimum Requirement
D 1
for Unstaked Foundation
R I I I I I
�—.._.�._...�.._..*..._.
Y 105.0 ..—�.—..�
Respectfully Submitte
9 10 11 12 13 14 15
t%rr lurri rs
Moisture - % of Dry Weight
EN5�
;
Disclaimer: Contractor is responsible to maintain
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the tested area in the condition that KSM
completed the indicated passed compaction test.
= pTE OF Uj zKSM
is not responsible if the tested area has been
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altered from the approved inspected condition.
� Stf
BryanSE�rd�liHi�� P.E.
V.P. of Engineering
PE # 81439 4/30/2020
Email to: St Lucie County Building Department; brett.webster@yahoo.com
Proudly Serving Florida since 1990