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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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
REVISED January 2, 2018
DATE TESTED December 14, 2017
PERMIT # 1709-0268
CONTRACTOR Wynne Development
JOB LOCATION 13964 Amarilis Court
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 173786-1 d/SH/cv
SCANNED
BY
St. Lucie County
TEST LOCATION DEPTH 'PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 38
105.1
110.2
95.4
2. N.E. 38
105.3
95.6
3. Center 46
106.9
97.0
4. S.E. 39
106.3
96.5
5. S.W. 39
105.9
96.1
Soil Description:
Brown Sand
111.0
W
I
I I I I
I
In Place Moisture: E
I
I I I I
I
8.6 Percent I
I
I I I
I
G
110.0-..__.i_.._.�
_ ._i. ..i.._..
i .._...
Optimum Moisture: H
11.0 Percent T
I
I
I I I
I I
I
I
Max. Dry Density: P
I
I I I I
I
110.2 P.C.F.
109.0 ..__..I_..
.I _.._i._..i..
.. .._.._
c
I
I I I I
I
@ Test Locations The
Density & Penetrometer F
I I I
I
.._.._
Readings Indicate the
108.0 ••—
—••—.I._.._l._..J.._..
Degree of Compaction MeetsMip
D
'061Ct��
I
I I I I
I I I I
I
I
��p�0� � Y
dNoe*k&to Natural Grade.
107.0—••—•{_.._
:_.._y._.. -4.._..+.._..,
•
pect ally tech
8
9 10 11 12
13 14
IN 6S
J
Moisture - % of Dry Weight
;e- E� ? --
K'Qi r�gjjQ�lPAI \'Lcie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366