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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
VP 40Ik 9 ENGINEERING
17AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 2, 2021
20120679
Wynne Development
35 San Roberto
Country Club Village
Ft. Pierce, Florida
Compacted Foundation Fill
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 210902-1d/CH/ah
NUC # 417
Nuc Model: 3500
Nuc Serial #: 3417
TEST LOCATION DEPTH
OF SAMPLE
PEN
READ
DRY MAX. DRY
DENSITY PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.W. 0" - 12"
45+
109.4 110.9
98.6%
2. Center 11
11109.1
1198.4%
3. N.E. I I
11110.6
1199.7%
Soil Description:
111.0 -
I I I
I
W
I
Brown Sand with
E
I I I I
I
Shell Fragments
I
I I I
G110.0
�..—..—..—...—..—.....—..
—...
In Place Moisture:
I I I I
I
7.6%
H
I I I I I
I
T
Proctor Optimum Moisture:
109.0�-
12.0%
P
I I I
Proctor Max. Dry Density: P.C.F.
C
108.0 —.I—.I.—..—I..—..�..—..�..—...
110.9
F
I I I
I
@ Test Locations the Density &
I I I I
Penetrometer readings indicate the
g
. 1_..—.I._..—I.._..�..—..rt..—...
1070
D
I
Degree of Compaction Meets
R
I I I I
I
Minimum Requirement
y
I I I I
for Unstaked Foundation
106.0
Respectfully Submitted:
8 9 10 11 12
13 14
Digitally
signed by
Thls Item has beenelectronlallyslgned a nd
Bryan E
sealed by Bryan E. Dahlke, PE FL. Lic. 81439
" the dacenatsuretated directly to the I,& using
a digital sig.
Dahlke
Printed copies of this documents are not
nsidered signed and sealed and the
signature must be verified on any electronic
enPie,.
Date:
2021.02.03
15:06:21
Bryan E. Dahlke, P.E.
-05'00'
V.P. of Engineering
PE # 81439 2/3/2021
Email to: dotty@wynnebc.com
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
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