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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
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DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 6, 2007
Maronda Homes
5216 Manciano Street
Unit 2, Waterstone S/D
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill (Townhouse)
KSM JOB # : 703308-1 d/JL/ley
JOB: 3WT002
P.O. #: 6023264
Const. Mgr.: Mark
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 180 114.5 116.8 98.0
2. Center 180 114.7 F,r:�x7F
�,�'VPD, 98.2
3. N.W. 185 114.7
EC 1 4 2007
: _
Soil Description:
Dark Brown Slightly Silty, Slightly
Clayed Fine Sand
In Place Moisture
10.0 Percent
Optimum Moisture:
10.8 Percent
Max. Dry Density:
116.8 P.C.F.
W 118.01
E
G I
H 117.0 ..--�---- �- -- �— ---� —• -- -
T ,
I I I I I
P I I I I
C I I I I I I
I I I I
@ Test Locations The F I — I — I — I— — I _ — I —
Density & Penetrometer I I I I I I
Readings Indicate the D I I I I I I
Degree of Compaction Meets R
Minimum equired Y 114.0T -- i----�--- -�----� — �""—'"�
For Unsta ed Foundation 8 9 10 11 12 13 14
* Pen. R ings T ken a ural Grade.
Respec y Sub to Moisture - % of Dry Weight
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Fax To ronda Main(Ace 1-725-5703 and 228-9879 y