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11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOBLOCATION
tll C� 1 I' ENGINEERING PO Box 78-1i377
SebastianFL. 3278
A% LJ 4VL AND TESTING Phone: 772 589-0712
SOIL COMPACTION REPORT C.A.# 5693
ASTM D 1557 and ASTM D 6938 KSMengineering.net
December 17, 2021 KSM JOB #: 2110441-id/MH/jam
awaxil-Els7
Wynne Development
33 Mediterranean Blvd. North
Port St. Lucie, Florida
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 S.E.
0" - 12" 50
107.9
111.0
97.2%
2 S.W.
108.3
97.6%
3 Center
108.1
97.4%
4 N.E.
107.8
97.1%
5 N.W.
108.0
97.3%
Soil Description:
Brown Sand
In Place Moisture:
8.3%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.0
112.0 1 I I I I I I I
W
E I I I I I I I I
111.0 r..-1..—.
c I I I I I I
H
T 110.0-�..�..—.�.—..�. '..—.f—.. .. y..—.
I I I I I I I
P 109-0 �.. ..—.�.— .�..�..—.�.—.. .. ..—.
C I 1 I I I I I
@ Test Locations the Density & 108.01----4---4--�--I —•
Penetrometer readings indicate the
F I 1 I I I I I
Degree of Compaction Meets `�tltltl�rrrr�� 107.0----4----I•-- I----1••--I----t-••—I.---
Minimum Requirement .`` of- KEc, i/i�'' p I I I I I I I I
for Unstaked Foundation �.` )J '�teeNSE'F.A : R
106.0
Y 6 7 8 9 10 11 12 13 14
�..�..— I.—..�.....�..—.I.—..�..�..—.
RespectfullySubbitt� IgIIa y No.66366 _ Moisture - %of Dry Weight
signeo*bi
Julie eC tV� Disclaimer: Contractor is responsible to maintain the tested area
"m�e gym. Date: '° 'FtoetoSTATE F ��� in the condition that KSM completed the indicated passed
P.•
a"M i�Ss. -• ����` compaction test. KSM is not responsible if the tested area has
been altered from the approved inspected condition.
14:29:02
Julie E. Keller, P.E.-Fres0i7ent
PE # 68366 12/20/2021
Email to: dotty@wynnebc.com
Test report shall not be reproduced, except in fuH,withwt the written approval of KSM Engineering & Testing
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