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Headquarters o i • PO Box 78-11377
11345 U.S. Highway 1
Sebastian, FL. 32958 AND TESTING 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 20, 2020 KSM JOB#: 201816-id/SH/jo
PERMIT#: 2002-0312 NUC# 528
CONTRACTOR: Wynne Development Nuc Model: MC-10R-P
JOB LOCATION: 7 Desoto Lane Nuc Serial M MD049528
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. N.E. 0"- 12" 38 107.1 111.7 95.9%
2. S.E. 38 107.3 96.1%
3. Center 40 108.4 97.0%
4. S.W. 39 107.8 96.5%
5. N.W. 39 107.9 96.6%
Soil Description: W 113.0
Brown Sand E I I I I I
i I_
In Place Moisture: G 112.0 �— — _I I I I
9.9% H
T
Proctor Optimum Moisture: 111.0 .._...
11.0% P I I I
Proctor Max. Dry Density:P.C.F. C I I I I I I
111.7 110.0 —E.—..-4.. .-4-.._—
@ Test Locations the Density& I I I I I
Penetrometer readings indicate the p 109.0 — —
I_.._.I._.._f._..�.._..
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I I
for Staked Foundation 108.0
Respectfully Submitted: 8 9 10 11 12 13 14
Moisture-%of Dry Weight
+��•e®ea��oeo� �' Disclaimer: Contractor is responsible to maintain
►«LC '•�° the tested area in the condition that KSM
oo•` �,yf:•GtJS� • completed the indicated passed compaction test.
4 • 1 •.
KSM is not responsible if the tested area has been
No. 683e6 altered from the approved inspected condition.
ST- A
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Juli6 T5elle �.E p ® \
13468�s`SjC)NA%—� C`�4/21/2020
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