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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, 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 December 21, 2017 KSM JOB# : 173856-1 d/SS/ct
PERMIT# 17050035
CONTRACTOR J.C. and Son's Homebuilders RE
JOB LOCATION 4735 Selvitz Road FEB Z ,�
Port Saint Lucie, Florida ���
ST. Lucie County, Permitting
ITEM TESTED Conipac ed FoundaJ on riil
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 39 106.8 110.3 96.8
2. S.W. if37 105.2 If
95.4
3. Center 41 107.3 97.3
4. N.W. 43 109.5 99.3
5. N.E. 42 108.7 98.5
Soil Description:
Brown Sand with Clay
W 111.0 I I I I I
In Place Moisture: E
8.8 Percent G
H 110.0
Optimum Moisture: T
12.0 Percent
P I I I I I
09.0
Max. Dry Density:
110.3 P.C.F. I I I I I I
• I I I I I
F
@ Test Locations The 108.0 — _.._..I_.._.J_.._.I_.._.l_.._.
Density & Penetrometer I I I I I I
Readings Indicate the D I I I I I I
R
Degree of Compaction Meets 107.0
Minimum Required for 9 10 11 12 13 14 15
Unsta.W,F,9p dation
*�R I aKr�tg `waken to Natural Grade. Moisture-% of Dry Weight
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s aid G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
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