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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:
Tl C 1 I' ENGINEERING PO Box 7Mang
8-13777
i11' AVL AND TESTING Ph Sebastian,
772 589--00712
SOIL COMPACTION REPORT C.A.# 5693
ASTM D 1557 and ASTM D 6938 KSMengineering.net
December 17, 2021 KSM JOB #: 2110420-1d/BS/jam
2110-0547
Wynne Development
13929 Encantardo Circle
Fairways, Country Club Village
Fort Pierce, Florida
NUC# 456
Nuc Model: MC-1 Elite
Nuc Serial #: 31456
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" 45
108.1
110.3
98.0%
2 S.E.
107.9
97.8%
3 Center
107.5
97.5%
4 S.W.
108.2
98.1%
5 N.W.
108.5
98.4%
Soil Description:
Brown Sand
In Place Moisture:
8.7%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.3
@ Test locations the Density&
Penetrometer readings indicate the
�JDegree plon Meet``X'Xe...tKEMiMinimum Requirement ...'�4t/iii1
for Unstaked Foundation`
�.' b�GENSF' •'Q
Respectfully Submitted Z
DlgltS1 No. 68366
Sign y7 y �\
Julie STATE OF Aram`
Date: R1gP.
'. s'S�ON
2021.1AI.
2.y,nnnt+���
112.0
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12 13
14 15
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.
14:38:17
-05'00'
Julie E. Keller, P.E. President
PE # 68366 12/20/2021
Email to: dotty@wynnebc.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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