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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 MELBOURNE (321) 768-8488
FAX (561) 845-8876 www.ksmengineering.net ST. LUCIE (772) 229-9093
E-Mail: KSM@KSMENGINEERING.NET
C.A.: 5693
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
April 30, 2019
1904-0059
D.C. Construction
11647 Twin Creeks Drive
Fort Pierce, Florida
KSM JOB # : 184078-1 d/MH/cv
SCANNED
BY
St. Lucie County
MAY 01 2019
ST. Lucie County,
ITEM TESTED Compacted Foundation Fill - Addition Footers
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. South 0 - 12"
50
114.7
116.0
98.9
2. West
112.3
96.8
3. North
114.5
98.7
117.0 1 I
I I
I I
Soil Description:
Rock and Recycled Concrete
W
E
I
-
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In Place Moisture:
I
G
116.0L•---1----{•—••
—••4-••--•-••--
6.7 Percent
H
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I I
T
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I
I
Optimum Moisture:
10.0Percent
P
115.0 ••—.I_..
I
I _ I.._•.I
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_.•I_.._
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Max. Dry Density:
C
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116.0 P.C.F.
I I
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I I
F
114.0 - �-
._�._..,.._..r.._..r
—•
@ Test Locations The
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Density & Penetrometer
D
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Readings Indicate the
R
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[; Degree pqompactionMeets
Y
113.0---•I----1--••—I••--•--------•
•—•
U�IiALQIR._�
7 8
9 10
11 12
13
Dry Weight
Moisture - % of D Wei
•.cC s� •9 ' s
it: Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366