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KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. 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-g093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
1. S.E.
2. S.W.
3. Center
4. N.E.
5. N.W.
June 5, 2007
JOB # : 701547-1d/JL/clm
0705-0062
RECEIVED
JUN 1 1 2007
Alton Silver Corporation
1811 North 48th Street
St. Lucie County, Florida
Public Wor! I;
St. Lucie COU¡ ...~.~, FL
Compacted Foundation Fill
DEPTH * PEN DRY
READ DENSITY
0" - 12" 170 109.0
170 1 09.2
12" - 24" 180 11 0.4
0" - 12' 150 106.9
160 108.0
MAX. DRY
PROCTOR VALUE
112.4
PERCENT
COMPACTION
97.0
97.2
98.2
95.1
96.1
Soil Description:
Brown Slightly Silty Slightly
Clayed Fine Sand
I n Place Moisture:
10.1 Percent
Readings Indicate the
Degree of Compaction Meets
Minimum Required
For Unstaked Foundation
* Pen. Readings Taken to Natural Grade.
Respectfully Su mitted:
Optimum Moisture:
11.2 Percent
Max. Dry Density:
112.4 P.C.F.
@ Test Locations The
Density & Penetíometeí
114.0 1
W I I I I I I
E" · · · I
113.0 -t- - - - -1- - - - -I - - - - -1- - - - t - - - - + - - - -
I I I 1 1 1 ·
G I I I I I I
H" .,
T 112.0 7- -- - -!- - - - ~ -- - - -, -- - ~ - - - - ~ -- --
I I I I I I
p -4 I I I I !
. ,11.0-;----- ----;..----.----; ----;-----
C I I I I I I
. I' I
F 110.0 .!- - - - -!- - - - --! - - - - -!- - - - ~ - - - - ~ - - - -
I I I I I I
1 1 ., I
n I I I I I I
L.J 109 0 ~ - - - -1- - - - -! - - - - -I - - - - ~ - - - - ...!- - - - -
R . I I I I I I
y 1 I I
I I I
1 08.0 ~ - - - -;- - - - -; - - - - -;- - - - ; - - - - ~ - - - - 1
9
10
11
12
13
14
15
Moisture - % of Dry Weight
,
el I P.E. '" 2
Fax To: 8 79 --,,"""V
Deliver 0 0: st. Lu~ountY~lding De artment