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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
5218 Manciano Street
Unit 1, Waterstone S/D
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill (Townhouse)
KSM JOB # : 703311-1d/JL/ley
JOB: 3WT001
P.O. #: 6023239
Const. Mgr.: Mark
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 185
115.4 116.8
98.8
2.
Center
185
115.2
98.6
3.
N.W.
180
114.6
98.1
DEC 1 4 2007
Soil Description: BY:. ^�
Dark Brown Slightly Silty, Slightly
Clayed Fine Sand W 118.01 1 1 1 I I
In Place Moisture E I I I I I I
10.0 Percent G I I I I I I
H 117.0----•-----------�-- - --- -
Optimum Moisture: T -
10.8 Percent I I I I I
P I I I I I
Max. Dry Density: 116.0 I- I I I I I
116.8 P.C.F. C '
I I I I
@ Test Locations The F-
. 115.0
Density & Penetrometer I I I I I I
Readings Indicate the D I I I I I I
Degree of Compaction Meets R
Minimum Re uired Y 114.0-Ir----i-----i-----i--•—; —•--Ir --- i
For Unstak Foundation 8 9 10 11 12 13 14
* Pen. Re n s T ke to r I Grade.
Respectf I ub ed: _ Moisture - % of Dry Weight
Ronald ller' /rT
Fax T onda aln-Office 321-725-5703 and 228-9879