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11845 U.S. Highway 1 E L IKO PO Box 78-1377
Orlando Sebastian, FL. 32958 TESTINGSebastian,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#: 201818-1d/5H/jo
PERMIT#: 2001-0637 NUC# 528
CONTRACTOR: Wynne Development Nuc Model: MC-10R-P
JOB LOCATION: 38 Spanish Way Nuc Serial#: 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. S.W. 0"-12" 39 108.4 112.8 96.1%
2. N.W. 40 108.8 if96.5%
3. Center it 41 109.9 97.4%
4. N.E. 40 109.3 96.9%
5. S.E. 40 109.1 96.7%
Soil Description: 114.0
Brown Sand with Shell W
E I I I I I I
In Place Moisture: G 113.0
10.6% H I I I I
T
Proctor Optimum Moisture: 112.0 — 1— — I —� — —.•1...—
11.0% P I I I I
Proctor Max. Dry Density: P.C.F. C I I I I I
112.8 111.0
F I I I I I
@ Test Locations the Density& I I I I
Penetrometer readings indicate the D 110.0 .i — ......
— —
Degree of Compaction Meets R I I I I I
.Minimum Requirement Y I I I I I
for Staked Foundation 109•0 ••—•;— — ; — —: — — T — ,
Respectfully Submitted: 8 9 10 11 12 13 14
Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
6�®ol° �L14 completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
��- 3 �•`'`OEfJS°�••�`:� P altered from the approved inspected condition.
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Erri�l�i`�f�l��flllu i ding Department
Proudly Serving Florida since 1990