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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.ksmangineering.net MELBOURNE (321) 768-8488
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DATE TESTED
PERMIT #
CONTRACTOR .
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
September 11, 2019
D.R. Horton
Creekside Subdivision
Parcel B, Lot 50
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 184153-Lot 50/SS/jt
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 50+
111.5 115.9
96.2
2. Center
50+
110.6
95.4
3. N.W.
50+
112.5
97.1
Soil Description
Light Brown Sand with
117.0
Silt and Shell
W
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In Place Moisture:
E
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9.2 Percent
I
118.0••—•�—••—�.—..—..—..�.._..T.._..
G
Optimum Moisture:
H
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11.0 Percent
T
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115.0 �..—.�_.._'—.._�..—..
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.._.. .._..
P
t
Max. Dry Density:
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115.9 P.C.F.
C
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@ Test Locations The
r
114.0
Density & Penetrometer
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Readings Indicate the
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113.0 L..—.�—.._1._..—I.._..
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�..r.e
Degree gfid p�p bmweets
p
�.._.. t .._..
Mini Ike Irsd�C �'•,
for l;Ilh tE®tiovP
R
Y
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112.0
Respedfu S I e '••• _
*A t,0:
8 9 10 11 12 13 14
Moisture - % of Dry Weight
to: melboumepermitting@drhorton.com; ryan@mjclanddev.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366