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11345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958AIVAm 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: May 18, 2020 KSM JOB#: '202269-1d/CH/cv
PERMIT#: 2002-0629 NUC# 417
CONTRACTOR: Wynne Development Corp. Nuc Model: 3500 .
JOB LOCATION: 34 Monterey Way Nuc Serial#: 3417
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" 45 109.4 113.5 96.4%
2. N.W. 40 108.8 95.9%
3. Center 40 108.9 95.9%
4. S.E. 45 109.2 96.2%
5. N.E. 45 109.5 96.5%
Soil Description: W 115.0 I I I I I
Brown Sand with E I I I I I
Some Clay t I I I I I
In Place Moisture: G
Fi 114.0 •�--•..— .
9.4% I I I l I
T
Proctor Optimum Moisture: I I
11.0% P113.0
I I I 1 I
Proctor Max. Dry Density:P.C.F. C
113.5
F I 1 I I I 1
@ Test Locations the Density&
Penetrometer readings indicate the 112.0
I I I 1
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I I
for Staked Foundation 111.0
Respectfully Submitted: 8 9 10 11 12 13 14
,,`191i6ii1
r �
`���`����'• �Q.� F�°,� Moisture-%of Dry Weight
_ ®. Disclaimer: Contractor is responsible to maintain
4U the tested area in the condition that KSM
^'0 • AT a•• �1 completed the indicated passed compaction test.
���� ••, �C®�®�'�• KSM is not responsible if the tested area has been
altered from the approved inspected condition.
r Julie { �1 r, P.E.
_ President �
p PE#68366 5/20/2020
-email to: dotty@wynnebc.com;St. Lucie County Building Department
Proudly Serving Florida since 1990