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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
C.A.: 5693 P.E.: 37293 S.I.: 860
MELBOURNE (321) 768-8488
FAX (561) 845-8876
E-MAIL KSM®KSMENGINEERING.NET
ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
—ASTM-D 1S57-and ASTM-D 2922-
-- — - —
DATE TESTED
arch 12,
KSM JOB # : 800470-1d/SP/clm
PERMIT #
0711-0242
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CONTRACTOR
. ock Trucking SCANNED
JOB LOCATION
2997 Conifer Drive BY
St Lucie
MAR 2 0 2008
Lot 185, Panther Woods County
Pub110 Works
St Lucfe
Fort Pierce, Florida
County, FL
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH. 'PEN DRY MAX. DRY PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 45 107.3
111.7 96.1
2. N.W.
43 107.6
96.3
3. Center
49 108.1
96.8
4 &W.
44 106.8
95.6
5. S.E.
46 107.5
96.2
Soil Description: '
Brown Sand with-Clay�'h&Some
Shell Fragments
In Place Moisture:
10.7 Percent
Optimum Moisture:
11.4 Percent
Max. Dry Density:
111.7 P.C.F.
@ Test'Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum. Required
" Pen. Readings Ti
To:
ral Grade.
113.0 -1 1 1 1 1 1
W
E I I I I I I
112.0 J — i — — j— —T-- T.. - —-
G
H I I I I
T 111.0T- -T — i—— f• —--T ----
P I I I I I
110.0
C
i I I i I i
F109.0�—
I I I I I I
D 108.0..—
R
y I I I I I I
107.0 T--_+-•-Z---•'1- -�--- T -•I
9 10 11 12 13 14 15
C ulauilding Drtment
Moisture - % of Dry Weight
KSM
KELLER, SCHLEICHER 8 MaCWILLIAM ENGINEERING AND TESTING, INC.
P.O. Box 78-1377, Sebastian, FL 32978-1377
St. Lucie County Building Dept
2300 Virginia Avenue
Suite 210
Fort Pierce, Florida 32982
OWN
z si�•�
7 �rlrNer aowea
02 1P $ 000.410
0004155954 MAR 14 2008
MAILED FROM ZIP CODE 32958
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