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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 (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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
March 19, 2019
KSM JOB # :
191119-1 d/MH/cv
PERMIT #
SCANNED
RECEIVED
CONTRACTOR
R & E Loader
BY
APR 18 7019
St Lucie
JOB LOCATION
1385 Copenhaver Road
County
permitting
Fort Pierce, Florida
Lucoe county
ITEM TESTED
Compacted Foundation
Fill - 1st Lift
TEST LOCATION
PEN
DRY
MAX.DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S.W.
0 - 12" 50
109.6
112.2
97.7
2. N.W.
50
110.3
98.3
3. Center
50
110.0
98.0
4. S.E.
56
108.7
96.9
5. N.E.
50
109.3
97.4
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
iet
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERg#JQc4VD TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1`:kfien( ��,�BASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net VIELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NEr fu1 ST. LUCIE (772) 229-9093
C.A.: 5693 CA FAX (772) 589-6469
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SOIL ASTM D01 57 andON REPORT ASTM 2922 `UCI COGnt�,
DATE TESTED March 25, 2019 KSM JOB # : 191119-2d/JV/aj
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
2. S.W.
3. Center
4. N.E.
5. S.E.
Soil Description:
Brown Sand
In Place Moisture:
10.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.2 P.C.F.
Test Locations The
Density & Penetrometer
Readings Indicate the
R & E Loader
1385 Copenhaver Road
Fort Pierce, Florida
DEPTH
0-12"
Foundation Fill - 2nd Lift
PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
50+ 111.6 112.2
110.4 "
" 111.3 "
109.8 "
110.9 "
PERCENT
COMPACTION
I I
I I
I I
I I
I
I I
I I
I I
I I
I I
I I
12 13 14
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCHLEICHER & MacWILLIAM ENGINE° "r1dG�Pyd,�idi�LjQ TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 329 `-' I3/?tY 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 1, 2019
KSM JOB # : 191119-3d/SS/cv
SCANNED
3t Luce County
ITEM TESTED Compacted Foundation Fill - 3rd Lift
R & E Loader
1385 Copenhaver Road
Fort Pierce. F!orida
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
24" - 36" 45
110.7 112.2
98.7
2. S.W.
41
109.2
97.3
3. Center
40
108.4
96.6
4. N.W.
43
110.0
98.0
5. N.E.
41
109.8
97.9
Soil Description:
Brown Sand
In Place Moisture:
11.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.2 P.C.F.
Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
net
I I
I I
I I
I I
I I
12 13
Moisture - % of Dry Weight
14
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
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iM LJAVL APR 18 p
KELLER, SCHLEICHER & MacWILLIAM ENGINEERII�t&rk,�ID TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1WZe IBSTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net IS1�L &NE (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
April 1, 2019
KSM JOB # : 191119-4d/SS/cv
GCANNED
o lerce, orl a St LuCB County
ITEM TESTED Compacted Foundation Fill - Final Lift
R & E Loader
1385 Copenhaver Road
F rt P' FI •d
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
36" - 48" 42
109.9 112.2
98.0
2, S.W.
39
108.4
96.6
3. Center
40
109.1
97.2
4., N.W.
37
107.3
95.6
5.1 N.E.
40
108.6
96.8
Soil Description:
Brown Sand
In Place Moisture:
11.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
et
113.0 -
W
E
G
H 112.0 7.._.I_.._I. .. I.. I
T I
P I I I I I
111.0 L••—• —
110.0 T ••_.I_.._I._..J.._..1.._.. .._..
D I I I I I
R I I I I I
Y109.0
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
ti
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmangineering.net MELBOURNE (321) 768-8488
FAX (661) 845-6876 E-Mail: KSMUKSMENGINEERING.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
March 19, 2019
KSM JOB # : 191119-1 d/MH/cv
PERMIT #
SCA NNED
CONTRACTOR
R & E Loader
BY
8t LUCIe
JOB LOCATION
1385 Copenhaver Road
COUnty
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill - 1st Lift
TEST LOCATION
PEN DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
0 - 12" 50
109.6 112.2
97.7
2.
N.W.
50
110.3
98.3
3.
Center
50
110.0
98.0
4
S.E.
56
108.7
96.9
�5.
N.E.
50
109.3
97.4
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
iet
113.0
I I I I I
W I
E
I I I I I
112.0
G
....__....
H
II
TP
LI .••.__..II
\_1F
rLi
�111.0
CF110.0
T_
_.._II ._... JII
.._..
D
I I I I I
R
I I I I I
Y
109.0 �—.._.
I I I I I
_.._ ._..�.._..�.._..r.._.,
8
9 10 11 12 13 14
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
f
KELLE'R, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.D. 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: KSMQa KSMENGINEERING.NET ST. LUCIE V72) 229-9093
C.A.: 6693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 25, 2019 KSM JOB # : 191119-2d/JV/aj
7 iI1 1.
CONTRACTOR R& E iLoader SCANNED
BY
JOB LOCATION : 1385 Copenhaver Road St Lucie County
Fort Pierce, Florida.
ITEM TESTED
Compacted Foundation Fill - 2nd Lift
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1.
N'W.
0 - 12"'
50+
111.6 112.2
99.5
2.
S.W.
It
110.4 "
98.4
3.
Center
111.3 "
99.2
4.
N.E.
109.8
97.9
5.
S.E.
110.9
98.8
Soil. Description:
Brown Sand
In Place Moisture:
10.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree.gl;6t7M0 WVpp Meets-
z
Moisture - % ofDry Weight
Ronald G. Keller, P.E.: 37293 / SI Llc. No.: 860 / Julie E. Keller, RE.: 68366
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A%QAVi
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 (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 A,F/1X 77) 589-6469
SOIL COMPACTION REPORT BY
ASTM D 1657 and ASTM D 2922 8t Lucie County
DATE TESTED April 1, 2019 KS JOB # : 19 11 19-3d/SS/cv
PERMIT #
CONTRACTOR R & E Loader
JOB LOCATION 1385 Copenhaver Road
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 3rd Lift
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.E.
24" - 36"
45
110.7 112.2
98.7
2. S.W.
41
109.2
97.3
3. Center
40
108.4
96.6
4. N.W.
43
110.0
98.0
5. N.E.
41
109.8
97.9
Soil Description:
Brown Sand
In Place Moisture:
11.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
'Degree of Compaction Meets
net
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366