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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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED April 10, 2019
PERMIT # �ij a,r 4ta'Ij
APR 16 2919
CONTRACTOR K. Gordon Construction, Inc.
I ST. Lucie County, Permitting I
JOB LOCATION 7420 Laurel Place SCANNED
Port St. Lucie, Florida BY
ITEM TESTED Compacted Foundation Fill for the 1 st and 2nd Lifts St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0" - 12"
40
105.1 108.6
96.8
2. Center
43
105.7
97.3
3. S.W.
41
104.8
96.5
4. S.E.
12" - 24"
42
106.1
97.7
5. Center
38
104.2
95.9
6. N.W.
44
107.0
98.5
Soil Description:
Light Brown and
Tan Sand
In Place Moisture:
7.1 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
110.0 1 I I I I
W
E I I I I I
I I I I I I
G 109.0 L..—.(—..-1.._..4 ..—..�
H I I I I
T
P I
108.0 T
C
D
R I I I I I I
Y 106.0 4--..-4—..4--..�.._..�..—.�-
9 10 11 12 13 14 15
Moisture - % of Dry Weight
3 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1667 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
February 28, 2019
K. Gordon Construction, Inc.
7420 Laurel Place
Port St. Lucie, Florida
KSM JOB # : 190748-2d/SS/cv
RECEIVED
APR 0 8 2019
ST. Lucie County, Permitting
ITEM TESTED Compacted Foundation Fill - Re -Test
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 39
106.2 108.6
97.8
2. S.E.
35
104.8 "
96.5
3. Center
37
105.3 it
97.0
4. S.W.
35
104.2
95.9
5. N.W.
39
105.9
97.5
Soil Description:
Light Brown and
Tan Sand
In Place Moisture:
11.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
110.0 1 I I I I I
w I I I I I I
E
I I I I I I I
G 109.0= _4_.._j.._...._..4_.._.4_.._
H I I I I I
T
P I
108.0
C
F I 1 I I I
107.0 j—.._.4 .._�..—..1.._..�
D
R I I I I I I
Y 1os.a �••—.4_.._j.._.. j.._..�.._.G—••
9 10 11 12 13 14 15
Moisture - % of Dry Weight
?E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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.: 6693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
February 28, 2019
K. Gordon Construction, Inc.
7420 Laurel Place
Port St. Lucie, Florida
KSM JOB # : 190748-2d/SS/cv
RECEIVED
APR 0 8 2019
ST. Lucie County, Permitting
ITEM TESTED Compacted Foundation Fill - Re -Test
TEST LOCATION DEPTH
PEN
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
39
106.2 1,08.6 97.8
2. S.E.
35
104.8 96.5
3. Center
37
105.3 97.0
4. S.W.
35
104.2 95.9
5. N.W.
39
105.9 97.5
Soil Description:
Light Brown and
Tan Sand
110.0 1 1 I I I I
In Place Moisture:
E
I I I I I I
11.8 Percent
I
I I I I I I
G
109.0 a .._.1_,._I.._.. {.._..�.._.1_.._
Optimum Moisture:
H
I I I I I
12.0 Percent
T
I I I I I I
Max. Dry Density:
P
108.0 ••_.�_.._�._.. �.._.. .._.�_.._
I I I I I
108.6 P.C.F.
c
I I I I I I
@ Test Locations The
F
I I I I I
Density &Penetrometer
107.0 r •—•f • —j — -C — r — f— —
Readings Indicate the
D
I I I I I
Degree of Compaction Meets
R
I I I I I I
MinimmiRegyiledfor
Y
1as.0 G-••—•L—••_�.._..Jr.._..�.._.G_.._,
LkAskVad 1(6ui;Waon
9 10 11 12 13 14 15
j,ectfu
1eomitted Moisture - % of Dry Weight
M• " •� � . �R11SYS��
VVV K e �,=
� d --
�itactei�i.,i
01UNA1 ```Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
February 28, 2019
K. Gordon Construction, Inc.
7420 Laurel Place
Port St. Lucie, Florida
KSM JOB # : 190748-2d/SS/cV
RECEIVED
APR 0 8 2019
ST. Lucie County, Permitting
ITEM TESTED
Compacted Foundation Fill - Re -Test
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N. E.
0" - 12"
39
106.2
1.08.6
97.8
2.
S.E.
35
104.8
„
96.5
3.
Center
37
105.3
97.0
4.
S.W.
35
104.2
95.9
5.
N.W.
39
105.9
97.5
Soil Description:
Light Brown and
Tan Sand
In Place Moisture:
11.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
110.0 1 I I I I I
W I I I I I I
E
I I I I I I I
G 109.0 J—..—.(—..—I..—.. (.._..� .._.t_..—
H I I I I I
T
I I I I I I
P 108.0 ..——..—�.—.. �.._.. .._.�_..—
o I I I I I
F I I I I I 7
107.0..—�..—..*..—..�..—.�—..—
D
R I I I I I I
Y 106.0--..—.1.—..-1..—....4...—..�..—.1,—••—,
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366