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KSM
KELLER, SCHL.EICHER & 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 6, 2007
Maronda Homes
5212 Manciano Street
Unit 4, Waterstone S/D
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill (Townhouse)
TEST LOCATION DEPTH
OF SAMPLE
KSM JOB # : 703309-1d/JL/ley
JOB: 3WT004
P.O. #: 6023312
Const. Mgr.: Mark
*PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
PERCENT
COMPACTION
1.
S.E.
0" - 12" 185
115.2 116.8
98.6
2.
Center
185
115.4 If98.8
3.
N.W.
180
114.6 if98.1
C F,IVF,]D -1
DEC 1 4 2007
Soil Description:
I
Dark Brown Slightly Silty, Slightly
BY:,
Clayed Fine Sand
W
118.0
N
In Place Moisture
E
I I
I I I I
9.7 Percent
G
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I I I I
H
117.0----�---
- - — --— --— -� -- -- — --- -
Optimum Moisture:
T
,
10.8 Percent
I I
I I I
P
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Max. Dry Density:
116.0
I I
116.8 P.C.F.
C
I I
I
I- I
t i i
@ Test Locations The
F
I I
I I I I
Density & Penetrometer
I I
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Readings Indicate the
D
I I
I t I I
Degree of Compaction Meets
R
MinimumR quired -
Y
114.0T----i--- �---•-i----;-- — i
For Unstak d Foundation 8
* Pen. Rqjqings T ken ural Grade.
Respec II Sub i to .
Ronal Kelte ,
Fax : aronda Main Wce 32�-725-5 03 and 228-9879
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