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ENGINEERING
11345 U.S. Highway 1
PO Box78-1Mailing
377
Sebastian, FL. 32958
j AND TESTING 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
DATE TESTED:
March 10,2021 KSMJOB#: 211675-1d/CH/ah
PERMIT #:
2012-0718 NUC # 417
CONTRACTOR:
Wynne Development Nuc Model: 3500
JOB LOCATION:
14363 Amapola Circle Nuc Serial #: 3417
Ft. Pierce, 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.E.
0" - 12" 40 110.7 112.1 98.8%
2. S.W.
" " 109.9 " 98.0%
3. Center
" 109.4 97.6%
4. N.E.
" IF 110.3 98.4%
5. N.W.
110.1 98.2%
Soil Description:
113.0 -
I I I I I
W I
Brown Sand with
E I I I I I
Some Clay
I
In Place Moisture:
G 112.0 I I I I
9.1%
H I I I I I
T
Proctor Optimum Moisture: 111.0
12.0%
P I I I I
1 I I I I
Proctor Max. Dry Density: P.C.F. C
110.0 ..—.I ..—.I.—..-1.—..�..—..�..—..
112.1
F I I I I
@ Test Locations the Density & I I I I I
Penetrometer readings indicate the 1og.0 i y—•"—"'
D
Degree of Compaction Meets R I I I I I
Minimum Requirement
y I I I I I
for StakedFoundation
108.0 �— — ;— —;— —; — •— — r — ,
11111y ,*11erjfW
/�3nitted:
8 9 10 11 12 13 14
`
Moisture - %of Dry Weight
Digitally
No. 81439 —
signed by Disclaimer: Contractor is responsible to maintain
I- E—k.PE the tested area in the condition that KSM
Bryan E Dahlke
�
m,
completed the indicated passed compaction test.
Date:
Q�•, STATE OF ,'2��`
e1� ~,gamrm,m KSM is not responsible if the tested area has been
`°"` 2�2�.�3.�
RIDp;.' `�
altered from the a
approved inspected condition.
�?�
ss���A�
-0517:32
i
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439
3/11/2021
Email to: St. Lucie County Building Department ; dotty@wynnebc.com
Proudly Serving Florida since 1990