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tl CV 1 t ENGINEERING
U.S. Highway 1
PO Box 78-113777
Sebastian, FL. 32958
I % 17 LVL AND TESTING
Sebastian, FL. 3297
Orlando
hone: 772 589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KS Meng ineering.net
DATE TESTED:
February 2, 2021
KSM JOB #:
210901-1d/AH/ah
PERMIT#:
20120577
NUC#
240
CONTRACTOR:
Wynne Development
Nuc Model:
MC-1 Elite
JOB LOCATION:
3 El Portal Lane
Nuc Serial If:
31240
Riverfront Lane
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"
50+ 109.6 112.0 97.9%
2. N.W.
111.3 99.4%
3. Center
108.4 96.8%
4. N.E.
110.5 98.7%
5. S.E.
110.2 98.4%
Soil Description:
W 113.0 I I I I I I
Brown Sand with Some Clay
E I I I I I
and Shell Fragments
112.0 �..—..—..—...—.—..—..—...
In Place Moisture:
G
7.5%
H
T I I I I
Proctor Optimum Moisture:
111.0
12.0%
P I I I I I
I
Proctor Max. Dry Density: P.C.F.
C I I I I I
112.0
110.0 --- —...
F I I I I I
@ Test Locations the Density &
I I I I
Penetrometer readings indicate the
109.0 i 1— —1— —r.— -1 — t —
Degree of Compaction Meets
D
R I I I I I
Minimum Requirement
y I I I I I
for Staked Foundation
108.0
Respe f�1 IlyP mitted:
�
8 9 10 11 12 13 14
E Ah�/''�,
♦♦`♦�yPN
•''I,IGENSF'. :
Digitally Moisture - / of Dry Weight
Q►,•' t�
signed b
9 y Disclaimer: Contractor is responsible to maintain
No. 81439
Bryan E
y the tested area in the condition that KSM
Dahlke completed the indicated passed compaction test.
V Date: KSM is not responsible if the tested area has been
STATE OF !(/�� `""`
,�0
'•F10RIOP;.- '%
2021.02.03 altered from the approved inspected condition.
15:05:20
-05'00'
Bryaiik{ 1D kb`V.E.
V.P. of Engineering
PE # 81439 2/3/2021
Email to: dotty@wynnebc.com
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