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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
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.NEr ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
i
CONTRACTOR
JOB LOCATION
July 17, 2007
SLC 0704-0092
Larry Gremillion Land Grading, LLC
3017 West Dixie Blvd.
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
JOB # : 701976-1d/JL/clm
RECEIVED
JUL 2 3 2007
Public Works
St. Lucie County, FL
SCANNED
BY
St Lucie County
TEST LOCATION ' PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" -12"
2. S.W. "
3. Center "
4. N.E.
5. N.W.
Soil Description:
Brown Fine Sand with Traces of Clay
In Place Moisture:
12.41 Percent
Optimum Moisture:
11.9 Percent
Max-. Dry Density:
108A P.C.F.
@ Test Locations The
160
104.2 108.4
96.1
155
103.9 "
95.8
165
104.9 "
96.8
165
104.6
96.5
160
104.2
96.1
110.01
W I I I
E109.0}-—
G I I I
T 108.0 L - -I- — --I —
I I I
I I I I I I
107.0 L
C I I I I I I
I I I I I I
F 106.0—.._ .—.. — — — — —..
I I I 1 1 I
Density & Penetrometer D 105.0
'
Readings Indicate the
Degree of Compaction Meets Y I I I I I t
Minimum Required 104.0;
FoOflstb'ked Foundation 8 9 10 11 12 13 14
'. Pen. Readings Taken to Natural Grade. Moisture - %of Dry Weight
Respectfully Submitted:
Ronald G. Keller, P.E. / "7
Fax To: 772-225-2384 L
Mail Copy To: St. Lucie County Building Department