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KELLER, SCHLEICHER & MacWILL1AM 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.ksmongineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET SL LUCIE (772) 229-9093
C.A.:5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED_
January 15, 2019 SCANNED KSM JOB # : 181993-4d/MH/ct
BY
TC Custom Homes St. Lucie COUf)t}/ R�E7VEp
MAR � 5 ?019
7810 Germany Canal Road pormittln
Tax ID: 3229-211-0002-000-4 " . sr. Cu 9e epagme
Port Saint Lucie, Florida />. ° county nt
Final Lift for the Compacted Foundation Fill 4919
TEST LOCATION
DEPTH *PEN
r, s �e .
DRY 4`, �r� t
PERCENT
OF SAMPLE
READ
DENSITY PROC O VALUE COMPACTION
1. S.E.
24"- 36" 51
111.3 113.1
98.4
2. S.W.
52
112.6
99.6
3. Center
51
111.4
98.5
4. N.E.
50
110.4
97.6
5, N.W.
51
111.7
98.8
Soil Description:
Brown Sand
114.0 I
W
i I I I
I
In Place Moisture:
E
7.9 Percent
H
113.0 i- •_.J_.._.I._ _ . ..J.._..1.._.._
Optimum Moisture:
T
11.0 Percent.
P
I
112.0 L••_.�_ ._n_.._I
Max. Dry Density:
c
I I ,'.
7"
113.1 P.C.F.
I I
F
@ Test Locations The
111.0 j—••_.1_.._.L_.._l._,, J.._..
l.._,._
Density & Penetrometer
Readings Indicate the
D
R
Degree of Compaction
Meets v
Mimm�{g7tRegyired
110.0 i—.._.;_.._.;._.._,._..�.__..�.._,.,
,`� Key ,
8 9 10 11 12
13 14
y �eiL. 5< n to Natural Grade.
,. ully u
Moisture - % of Dry Weight
No. J5 10. 14
com
Ronald G. Keller, P.E.: 372931 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366