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11345 U.S. Highway 1 XP C 1 t ENGINEERING PO Box78-1377
SbastiaOrlando n, FL. 32958 Sebastian, FL. 3278
I % &J jVL AND TESTING Phone:: 772589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: February 27,2020 KSM JOB#: 200964-ld/MH/jo
PERMIT#: 20010255 NUC# 630
CONTRACTOR: Wynne Development Nuc Model: MC-lOR-P
JOB LOCATION: 7 Kassaba Nuc Serial #: 30630
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" 50 107.6 112.0 96.1%
2. N.W. 50 108.3 96.7%
3. Center 50 108.0 96.4%
4. S.E. 50 109.1 97.4%
5. N.E. 50 108.1 96.5%
Soil Description: 113.0
Brown Sand W
E I I I I I I
I I I I I
In Place Moisture: G _
1120 1 —.I.—.. —..J..—..1......
7.6% H r� — I I I I
T
Proctor Optimum Moisture: I I I I
11.0% P
111.0 �— —. I— I I
1 1 T
Proctor Max. Dry Density: P.C.F. C I I f
112.0 I I I I
F I I I I
@ Test Locations the Density&
110.0 1 ..—.I.—..-1.—..J..—.. ..—...
Penetrometer readings indicate the T I I I I I
Degree of Compaction Meets D
Minimum Required R I I I I I I
Y I I I I I
for Staked Foundation 109.0 — ;—• — —;•—••�••—••- —••,
Respectfully Submitted: 8 9 10 11 12 13 14
Moisture-%of Dry Weight
�J 'ViCEN$F�F�•� Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
No. 6836 completed the indicated passed compaction test.
-tit KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Presid&tT
PE#68366 2/28/2020
Email to: St Lucie Building Department
Proudly Serving Florida since 1990