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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 June 30, 2017 KSM JOB# : 171832-2d/MH/cc
PERMIT# : 1703-0567
CONTRACTOR Rafael Salgado
JOB LOCATION 515 Hartman Road
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the Monolithic House Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION.
1. S.W. 0" - 12" 52 112.4 115.6 97.2
2. N.W. 51 111.6 1196.5
3. Center 54 114.3 98.9
4. S.E. 53 113.1 97.8
5. N.E. " 52 112.5 97.3
Soil Description:
Brown Sand with Shell Fragments
117.0 1 I I I
In Place Moisture: W
10.6 Percent E
I I I I I I
Optimum Moisture: Gj I _ _I _ _ I_ _••I _ _
11.8 Percent H 116.0
T
Max. Dry Density: -
115.6 P.C.F. P I I I I I
115.0 —
@ Test Locations The I I I I I
Density & Penetrometer F I l I I
Readings Indicate the I I I I
Degree of Compaction Meets I
11jl�ldlti IId�r ed R I I I I I
�e d� lion I I I I I
�� •t� a rr to Natural Grade. Y
• �eC ul3tnitt�i: 113.0 9..—..o•--.. 1�1'—..-12 ..—•13•-- 14
_ .7 8 s
• E-CEIVE
• Moisture-% D
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Ala►1�ra40°St. Lucie County Building DepartmentMW
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BY:
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366