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KELL,I_R, 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
E-Mall: 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
DA IE TESTED
April 16, 2019 KSM JOB # : 191417-2d/MH/ct
PERMIT #
RF�FivFo
APR 3
CONTRACTOR
R & E Loader
a 01010
Prmittiq
JOB LOCATION
5808 Clydesdale Lane
St.�� e� o tmenr
Lot 27, Pony Pines
�CANt),
NED
Fort Pierce, Florida
BY
ITEM TESTED
Compacted Foundation Fill - Final Lift
St Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N. E.
36" - 48" 54
114.0 113.9
100.1
2. S. E.
54
113.7
99.8
3. Center
54
110.8
97.3
4. N.W.
53
111.2
97.6
5. S.W.
52
112.9
99.1
Soil Description
Tan Sand with Clay
115.0
W
I
In Place Moisture:
E
I I
I I I
6.91Percent
I
I I
I I I
G
H
1140 I I
J.._..1.._..L.._..
Optimum Moisture:
11.0 Percent
T
I
I I
I I I
Max. Dry Density:
P
I I
113.0
I I
.._..T.._..
113.9 P.C.F.
C
;.._..
I I
I
@ Test Locations The
F
I I
I I
I I I
Density & Penetrometer
1120 r„_,I .._I._..J.._..1.._
.L.._..
Readings Indicate the
I I
I I
Degree of Compaction Meets
D
I
Minimum Re uired
R
Y
for Up9Ed&ed�tfl1jtion
I I
111.0 ••—•—••_;._..�.._..�.._..T.._.,
I 1 I
�* �:�' • giy /�c�` a�.
8 9 10
11 12 13 14
OF-
Moisture - % of Dry Weight
net
a
G. Keller, P.E.: 37293 / SI Lic. No,: 860 / Julie E. Keller, P.E.: 68366
RECEIVED
fv�• �� `i.:.: A L
APR 3 O ZQ19
rtment
Permittn ?•LIER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING INC.
St. MA} IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (561) 845-7445 www.ksmenginearing.net MELBOURNE (321) 768-8488
FAXI(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 April 10, 2019 KSM JOB # : 191417-1d/SS/cv
PERMIT #
CONTRACTOR R & E Loader
JOB LOCATION 5808 Clydesdale Lane
Lot 27, Pony Pines
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 1st and 2nd Lifts
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1;
N.W.
0 - 12"
43
110.6 113.9
97.1
2.
Center
45
111.8
98.2
3.
S.E.
41
109.9
96.5
4:
N.E.
12" - 24"
47
112.2
98.5
5.
Center
44
111.1
97.5
6.
S.W.
48
113.5
99.6
Soil Description:
Tan Sand with Clay
In Place Moisture:
8,8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
115.0
w
I
E
I
I I I
I
H114.0.._.I_.._I._..J.._..1.._..L.._..
T
�
I
II IP
113.0IC
.. .._..rI
I
AIII
IFI
I112.0
1—••_...1.._
.LDIR
�I
I
Y111.0
I
I I I
I
8 9
10 11 12
13 14
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366