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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377, SEBAS'TIAN, FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED June 23, 2017 KSM JOB# : 171977-1d/MH/ct
PERMIT# 1704-0066
1704-0166
CONTRACTOR South Florida Aluminum Products EC IE—
JOB LOCATION 7904 McClintock Way JUL -3 2017
Savannah Club
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 50 104.4 107.3 97.3
2. S.E. 50 104.3 97.2
Soil Description:
Brown Sand
108.0 - I I I I I
In Place Moisture: W I I I I I
9.2 Percent E I I I I I
I I I I I
Optimum Moisture: H 107.0
12.2 Percent T I I I I I
I I I I
Max. Dry Density: P I I I I I
107.3 P.C.F. 106.0 .....'
C I I I I I
@ Test Locations The I I I I I
Density & Penetrometer F I
I I I
Readings Indicate the 105.0 L —
Degree of Compaction Meets D I I I I I I
Minimum Required R I
for alit$&,oa f_f n Y I I I I I I
* R 9i . 4 to Natural Grade. I I I I I
e >✓° ; � t e sue: 9 10 11 12 13 14 15
® No 1 m _ _ Moisture-% of Dry Weight
lieE E. ;
�y man i�gFclounty Building Department
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bflalum.com
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Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366