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KELLER, SCHLEICHER.& MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 II 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 ;i FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
1
DATE TESTED February 19, 2018 KSM JOB # : 180581-1d/SS/cv
PERMIT # '\ eA \N. U3�C\ i
CONTRACTOR Wynne Development
JOB LOCATION 41 Arboles De Norte
Spanish Lakes Country Club Village
,i
Fort Pierce, Florida
i,
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY
OF SAMPLE READ DENSITY
1. S.W.
0" - 12" 47
108.7
2. N.W.
of45
107.3
3. Center
40
105.9
4. N.E.
42
106.4
5. S.E.
47
108.5
Soil Description:
Brown Sand with Clay
In Place Moisture:
6.5 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.7 P.C. F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum. Reauired
• in to Natural Grade
No
r
W - r
I YSI
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ishlakes.com
W
E
I
G
H
T
P
C
F
D
R
Y
I
DRY, PERCENT
Z VALUE COMPACTION
1 109.7 99.1
" 11 97.8
96.5
97.0
98.9
it I I I
I I I I it I I I
109.0 4—.._.I_.._.I.
107.0 L.._.{� .._.L_.. j._..�.._..+..—.._
9 10 11 112 13 14 15
/�11 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 /
Moisture - % oflDry Weight
I
it
li
Julie E. Keller, P.E.: 68366
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