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tl CP 1
t ENGINEERING
Mailing
PO Box 78-1377
11345 U.S. Highway 1
Sebastian, FL. 32958 j� j�z AND TESTING
Sebastian, FL.58 32978
Orlando
Phone
-0712
772-9 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 26, 2021
KSM JOB #:
212303-1d/CF/bm
PERMIT #: 20120680
NUC #
234
CONTRACTOR: Wynne Development
Nuc Model:
MC -DR
JOB LOCATION: 65 Camino Del Rio
Nuc Serial #:
MD60308234
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" 45
106.2 108.0
98.3%
2. N.W. " 50+
107.4
99.4%
3. Center "
107.2
99.3%
-4. N:E.
106.4-
98.5%
5. S.E.
106.8
98.9%
Soil Description:
109.01 I I
I
W
Brown/Gray Sand E
I
I I I
I
In Place -Moisture: jG-
I I I
1 I I
I
I
7.1% H
T108-0
L.._.._J._.._ ._.._..L.._.._.
Proctor Optimum Moisture:
I I I
I
12.0% P
1 I
I
Proctor Max. Dry Density: P.C.F. C
I I I
108.0
F
I I I
107.0 7—•--•—l-- ---7 ---
I
--F - - —
@ Test Locations the Density &
j
Penetrometer readings indicate the
D
I I I
I
Degree of Compaction Meets R
Minimum Requirement Y
for Unstaked Foundation
106.0------1-----••4••—•-----------,
10 11 12
13 14
Res R�OtaOti5y� tted:
\�.%yp .. E. oay� �.,� Digitally
�,�GENSF'•.-+� signed by
No. 81439 Bryan
Dahlke
Date:
Q -. STATE OF !0
(/ �
�tORio!!- ���� 2021.03.29
/ ,�/0 t t`��. 13:57:59
�QNAI. ECG �
Bryan �. Cdlilke, P.E.-04'00'
V.P. of Engineering
PE # 81439 3/29/2021
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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