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KELLER, SCHLEICHER & MacWILLIAM ENGINEE IE T G, 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-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 . February 1, 2019 KSM JOB # : 190471-1d/SS/jl
PERMIT # 1812-0450 SCANNED
CONTRACTOR Bishop Homes, LLC BY RECENED
JOB LOCATION 3608 Grove Court St. Lucie Countu FEB 0 7 1019
Fort Pierce, Florida
Permitting DeDattmenr
St. Lucie Countv
ITEM TESTED : Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W. - 1st Lift
0" -12"
50+
114.7 116.9
98.1
2.
Center - 1st Lift
50+
112.0
95.8
3.
S.E. - 1st Lift
50+
113.9
97.4
4.
N.W. - 2nd Lift
12" - 24"
50+
115.2
95.5
5.
Center - 2nd Lift
50+
114.6
98.0
6.
S.E. - 2nd Lift
50+
114.1
97.6
Soil Description:
Dark Brown Sand
with Clay
In Place Moisture:
8.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
118.0 I I I I 1
W
E
1 117.0 L••_.�_.._�._.. �.._.. .._. �_.._.
G I I I I I
H I I I 1 I I
R
P Y
C 115.0 �.._.j _t._.. f.._.. j .. ..j_.._.
F
114.0 .._.j_.._j._.. �.._.. �.._..I_.._.
j I I I I I
113.0 .._.�_.._�._.. �.._.. .._. �_.._.,
8 9 10 11 12 13 14
Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
5
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERIFAND TESOTING, INC.
MARTIN (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
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (?72) 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
February 1, 2019
1812-0450
Bishop Homes, LLC
3608 Grove Court
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 190471-1d/SSfjl
SCANNED
BY
St. Lucie County
RECEIVED
FEB 0 6.71119
Permitting Department
St. Lucie Countv
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.W. - 1st Lift
0" -12"
50+
114.7
116.9
98.1
2.
Center -1st Lift
50+
112.0
"
95.8
3.
S.E. - list Lift
50+
113.9
97.4
4.
N.W. - 2nd Lift
12" - 24"
50+
115.2
95.5
5.
Center - 2nd Lift
50+
114.6
98.0
6.
S.E. - 2nd Lift
50+
114.1
97.5
Soil Description:
Dark Brown Sand
with Clay
In Place Moisture:
8.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
i18.0 j ( I I 1 I
W
E
1 117.0 �.._.i_.._i._.. �.._.. i .._. .._.
G I
H
T D 116.0 �.._.l_.. _•.1.._.. .._..I_.._.
R
P Y
11s.o �.._.I _j._...._.... ..I_.._.
F
114.0.,_.j_-._�._..�.._..�.._..I_.._.
j I I I I I
8 9 10 11 12 13 14
ing Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE: 6W66