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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 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876-,GANNED E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 E3Y SOIL COMPACTION REPORT FAX (772) 589-6469
-; �_ :Jcie Counts, ASTM D 1557 and ASTM D 2922
DATE TESTED March 19, 2018
PERMIT # 1101 .OSS50-
CONTRACTOR J.C. and Son's Homebuilders
JOB LOCATION 5807 Spruce Drive
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Retest
KSM JOB # : 180909-2d/SS/ct
RECEIVED
JUN 2 0 2010
Permitting Department
St. Lucie County
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S. E.
0" - 12" 34
104.6 109.3
95.7
2.
S.W.
if41
107.2 It98.1
3.
Center
40
106.5 It97.4
4.
N.W.
37
105.3 to96.3
5.
N.E.
37
105.9
96.9
Soil. Description:
Tan and Brown Sand
with Traces of Clay W 110.0 I I I I I
In Place Moisture: E
7.5 Percent' G
H 109.0--.._..r.._..j— —.i_. j_.._.f_.._.
Optimum Moisture: T
12.0 Percent
P I I I I I I
Max. Dry Density: 108.0.._..�.
109.3 P.C.F. I I I I I I
j
F L. _..I_.._.J_.._.I_.._.I_
@ Test Locations The 1'07.0 �— —
Density & Penetrometer I I I I I I
Readings Indicate the R I
I I I I I I I
Degree of Compaction Meets 1.0 �— — I _ I_ . • _ • _ _ _ _
06
Minimum Required for 9 10 11 12 13 14 15
Uns`n
to Natural Grade. Moisture - % of Dry Weight
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No.
3
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