HomeMy WebLinkAbout0804-0166 KSM SOIL COMPACTION REPORTKSM
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@KSM ENGINEERING. NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT SCANNED
ASTM D 1557 and ASTM D 2922 BY
t
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
July 15, 2008
08-040166
Santos Construction
7659 Pelican Pointe Drive
Ft. Pierce, Florida
St LUCI@ CWU" y
KSM JOB # : 801244-1d/ES/AO
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
. OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
2.
N.W. ,
3.
Center
4.
S.W.
5.-
S.-E.—
Soil Description:
Gray and Brown Sand
In Place Moisture:
7.5 Percent
Optimum Moisture:
11.4 Percent
Max. Dry Density:
112.4 P.C.F.
0" - 12"
44
110.3 112.4
98.1
"`�"
40
110.4 It98.2
12" - 24"
36
111.1 it98.8
0" - 12"
44
110.3 It98.1
"
54
111.4
99.1
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum.. Required
jesp
eadings Take
fully S
G. e
St. Lucie Cou
772-785-7976
n to Natural Grade.
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JUL 18 2008
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