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11345 U.S. Highway 11W � , AV. ENGINE RI PO Box 78-1377
Sebastian, FL. 32958 JIM �v AND E�TI Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: April 30, 2020 KSM JOB M 202013-1d/CH/jo
PERMIT.#: 2002-0551 NUC# 417
CONTRACTOR: Wynne Development Nuc Model: 3500
JOB LOCATION: 20 Azul Nuc Serial#: 3417
,Country Club Village
Fort Pierce, 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. N.W. 0"-12" 50 107.7 109.7 98.2%
2. N.E. 45 106.9 97.4%
3. Center 45 .106.6 97.2%
4. S.W. 50 107.0 97.5%
5: S.E. 45 106.5 97.1%
Soil Description: 111.0
Brown Sand with some E
Shell
In Place Moisture: G 110.0
11.8% H
T
Proctor Optimum Moisture: 109.0 -
12.0% P I L
Proctor Max. Dry.Density:P.C.F. C I I I I
109.7 108.0
F I I I J
@ Test Locations the Density.&
Penetrometer readings indicate the 107.0 ••— j— —j - —r - -j - -t• —
Degree of Compaction Meets D
Minimum Requirement R j
YI-
for StakedFoundation 106.0
Respectfully Submitte 9 10 11 12 13 '14 15
°�`' �• '��, - Moisture-%of Dry Weight
�` �`O�.• �+�; Disclaimer: Contractor is responsible to maintain
• 9 the 'tested area in the condition that KSM
• �„
tU completed the indicated.passed.compaction test.
=°® ' 4�fe OF KSM is not responsible if the tested area has been
%� L®�y6> •' �y altered from the approved inspected condition.
ONO-
Bryan�Esf'bhH1Ve%,P.E.
V.P.of Engineering
PE#81439 . 5/1/2020
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