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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 (661) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED September 14, 2018 KSM JOB # : 183205-1d/MH/ct
PERMIT #
CONTRACTOR Paradise Homes
JOB LOCATION : 18503 Mach One Drive
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION
DEPTH
" PEN
OF SAMPLE
READ
1. N.W.
0" - 12"
52
2. N.E.
54
3. Center
53
4. S.W.
51
5. S. E.
52
Soil Description:
Brown Sand
W
In Place Moisture
E
5.0 Percent
I
G
Optimum Moisture:
H
10.6 Percent
T
P
Max. Dry Density:
116.7 P.C.F.
C
@Test Locations The F
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets D
Mini fired Y
fAt° r�W6�i a ��q
mk�,t�F'6tao,dation
, in�6�a1�n to Natural Grade.
�( MAX. DRY PERCENT
ITY PROCTOR VALUE COMPACTION
112.6 116.7
96.5
114.3 "
97.9
113.6 it
97.3
1111.7
95.7
i 112.0
I
96.0
118.0 I I I I I
I I I I I I
I
I
j I I I I I I
1117.0 I _i._.. .._.i_.._j.._..i
I
I I I I
I
.._.j._.._
I I I I I
116.0 i _ _.. _..
I I • I I• I
j I I I I i
I
�I•
.._ • _.._
I
115.0 I I _ _ -I—
I I• I I I� •I
I
j I I I I I
114.0
I
j I I I I I
113.0 �.._�._.. .._.�_.. �.._..�.._
I
�._..�
7 8 9 10 11 12
13 14
Moisture % of Dry Weight
N
e I eradisehomesfl.com
112
�t1 Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
A CPAV%
=FILE COPY
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN' FL 32978-1377 SEBASTIAN (772) 589-0712
www.ksmengineerihg.net net
PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 1, 2018
DATE TESTED September 14, 2018 KSM JOB # : 183205-1d/MH/ct
PERMIT # 1805-0776
CONTRACTOR Paradise Homes
RECEIVED
JOB LOCATION 18503 Mach One Drive OCT 10 2018
Port St. Lucie, Florida Permitting Departmen,
I St. Lucie coupe,
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.W. 0" - 12"
52
112.6 116.7
96.5
2. N.E. of54
111.3 of97.9
3. Center
53
113.6
97.3
4. S.W.
51
111�.7
95.7
5. S. E.
52
i
112.0
96.0
Soil Description:
Brown Sand
0 -
118.0 I I I I I
I I
W
I I I I I
I I
In Place Moisture
E
5.0 Percent
I
117.0
G
Optimum Moisture:
H
I I
10.6 Percent
T
116.0
__�iIIII ..
P
Max. Dry Density:
116.7 P.C.F.
C
115.0
@ Test Locations The
F
I
Density & Penetrometer
114.0
Readings Indicate the
I I I I I
I I
Degree of Compaction Meets
D
I I I I I
I I
Minimum Required
R
fo�,Nkla§'ta �ffiigi ndation
irl�,s''nken to Natural Grade.
7 8 9 10 11
12 13 14
Moisture - % of Dry Weight
Fig. a �a?adisehomesfl.com
' i"!le Lucie County Building Department
!! I l f l' I I fI O Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366