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KSM ENGINEERING /BIZ ^�� 06/06
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 F? O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH ($61) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX,(561) 845-8878 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 689-6469
SOIL COMPACTION REPORT
ASTM 17 1667 and ASTM D 2922
DATE TESTED
January 22, 2019
KSM JOB # : 190321-1 d/MH/cv
PERMIT #
1812-0323
S�NED
CONTRACTOR
Wynne Development
Sy
St' luCle
pECENE v
JOB LOCATION
16 Alhambra South
COun�
Spanish Lakes 1
410
Port St. Lucie, Florida
o m
Qer ttLU crU
ITEM TESTED
Compacted Foundation
Fill
St
TEST LOCATION
DEPTH PEN
DRY
MAX.DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N. E.
0" - 12" 50
110.3
113.0
97.6
2. S.E.
50
108.6
96.1
3. Center
50
109.4
96.8
4- N.W.
50
109.0
96.5
5. S.W.
50
110.7
98.0
Soil Description:
Brown Sand
114.0 I I I 1 I
W
In Place Moisture:
F
6.0 Percent
I
G
113.0� .._.�_.._�._.. -..� .._,�_.._.
Optimum Moisture:
H
j I I I I I
11.0 Percent
T
j I 1 I I
Max. Dry Density:
P
I 1 I I I
113.0 P.C.F.
11a.o j- -•I_. I._...._.. j_.. ..1_.._.
C
j I I I 1
@ Test Locations The
j I I 1 I
Density & Penetrometer
F
Readings Indicate the
111.0-•I_"-I'-"-f"-"T
Degree of Compaction Meets
Minimum Required
p
for Akak1 IFS, {Adq;lon
R
I I I I 1 I
to
8 9 10 11 12 13 14
1
Moisture - % of Dry Weight
County Building Department
:.corn
"III I I W Ronald G. Keller, P.E.: 37293 / $I Uc, No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGIN�I�ItNl�16R1 INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 3 A (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 22, 2019
inpalXYW
Wynne Development
16 Alhambra South
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 190321-1 d/MH/cv
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 50
110.3 113.0
97.6
2.
S.E.
50
108.6
96.1
3.
Center
50
109.4
96.8
4.
N.W.
50
109.0
96.5
5.
S.W.
50
110.7
98.0
Soil Description:
Brown Sand
In Place Moisture:
6.0 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
1110 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 I I I I I
W
E j I I I I I
G 113.0L.._.�_.._�._.. _..� .._.�—.._.
H I I I I I I
T
j I I I I
P 112.0 I—. I._..�.._.. �.. ..I_.._.
C
j I 1 I I
F
111.0 i.._.j_.._j._...r.._..r.._.�_.._.
D
R I I I I I I
8 9 10 11 12 13 14
ng Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller. P.E.: 68366