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11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
Il CA 1 Ar ENGINEERING
Z%L_JA/IL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 17, 2021
2110-0710
Wynne Development
12 Silver Oak Drive
Port St. Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 2110443-1d/MH/jam
NUC # 630
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.E.
0" - 12" 50
108.1
111.0
97.4%
2 S.E.
108.4
97.7%
3 Center
107.9
97.2%
4 N.W.
108.0
97.3%
5 S.W.
108.1
97.4%
Soil Description: 112.0
Brown Sand w I I I I I I I
E I I I I I I I I
In Place Moisture: 1 111.0 r-----------
G
8.3%
I I I I I I
Proctor Optimum Moisture:
H
T 110.0d—••—r----V---1--•-
11.0%
I 1 I I I I I
Proctor Max. Dry Density: P.C.F.
P 109.0 4---�--i•— -F..�..—.F —.... ..—.
111.0
I I I I I I
@ Test Locations the Density &
108.0 -4-- +— •H--�----F--- -�- --
Penetrometer readings indicate the
F I I I I I I I
Degree of Compaction Meets ``111tiltt1rr/,
��i,�
107.0 J—-I--— -I. — ----4----I----I----4
Minimum Requirement KE��
D I I I I I I ! I
�.1.,,�E
for Staked Foundation`jGEN$F•�� ��
R
1060 �..�..— 1 �..—.,
Respectfully Submitted:
—..�..
Y
Djgj:r No.68366 _
g 7 8 9 10 11 12 13 14
Moisture - %of Dry Weight
signjj b" -
,® 4V
JulieAIL-.r STATE OF !(��
Disclaimer: Contractor is responsible to maintain the tested area
_
.
Date:
in the condition that KSM completed the indicated passed
s'" -•-- ' �t�X.`
compaction test. KSM is not responsible if the tested area has
m 2021.12.11(5,ONa!;`���`
been altered from the approved inspected condition.
1p3::5�7r::12
Julie E. Keller, P.EVres` Prat
PE # 68366 12/20/2021
Email to: dotty@wynnebc.com
Test report shall notbe reproduced, except in full,without the written approval of KSM Engineering & Testing
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