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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)337-7755 P Q. 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 1 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
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DATE TESTED April 11, 2017 KSM JOB# : 171079-1 d/SH/cc
PERMIT# / 7o J 0 5_6 S
CONTRACTOR Grande Construction
JOB LOCATION 5406 Davis Street
White City
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for the House Pad
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TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
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1. N.W. 0"- 12" 37 105.3 110.0 95.7
2. N.E. 39 107.1 97.4
3. Center 39 106.9 97.2
4. S.E. 38 105.8 96.2
5. S.W. 38 105.6 96.0
Soil Description: 111.0 -1 I I I I I
Brown Sand W
E I I I I I I
In Place Moisture: I I I I I I I
9.8 Percent G
H 110.0
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Optimum Moisture: T I I I I I
12.2 Percent P
109.0 4— — —
Max. Dry Density: C ''I—�� •1—• •t— —�I•—� —I•— —
110.0 P.C.F.
F I I I
@ Test Locations The I I 1 1 1 I
Density & Penetrometer 1 I I I I I
Readings Indicate the D I I I I I I
Degree of Compaction Meets R I I I I I I
Mini;p&,w,R,gq fired 107.0 —
pt Itst �d'�irjdation. 9 10 11 12 13 14 15
a°#fin to Natural Grade.
s ctfull e
y Su � �: Moisture- /o of Dry Weight
:Julie E. P.E. R
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$0$ Roniald G.Keller, P.E.:37293/SI Lic. No.:860 / Julie E.Keller, P.E.:68366
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